Beaumont City Council
February 20, 2024

Exhibit B
Contractor Standards of Conduct
Custody:

Investment Manager shall not have authority to hold or have custody or have possession of any cash, securities or other properties of Client or assets of the Account ("Assets") or cause a Designated Custodian (as defined below) to deliver Assets or pay cash to Investment Manager, other than with respect to Investment Manager directly billing the Account for the fee payable to Investment Manager under this Agreement in accordance with the Investment Advisers Act of 1940, as amended (the "Advisers Act") and Rule 206(4)-2 thereunder or other applicable law.

Client shall, through written notice provided in accordance with this Agreement, designate a custodian(s) (the "Designated Custodians") which will be a "qualified custodian" under Rule 206(4)-2 of the Investment Advisers Act of 1940, as amended (the "Advisers Act"). The parties agree that the Designated Custodians shall have the sole responsibility to consummate and settle all purchases, sales, deliveries, receipts and other transactions made with respect to the Account, the collection of all income (including, but not limited to, interest and dividends) and the acquisition and safekeeping of the Assets, securities, funds, and other properties comprising the Account. Client agrees not to grant the Investment Manager any additional rights or access to the Account except as specifically set forth in this Agreement.

Consent to Electronic Delivers of Documents: Other Disclosures:
(a) Client consents to the delivery of documents related to the investment management services described within this Agreement in an electronic manner, as described below ("Consent to Electronic Delivery").
(b) Client agrees and acknowledges that delivery of documents may be via electronic means, including, but not limited to, a PDF file to the email addresses provided to Investment Manager by Client, or via secure online access to such documents. Investment Manager may use electronic delivery to effectively deliver to Client any or all documents related to the relationship between Client and Investment Manager. Client acknowledges that it has access to this media and the ability to print and/or download the information provided thereby.

Brokera:4e:

Client hereby agrees that Investment Manager shall have full authority and discretion to select brokers, dealers or counterparties through whom any transaction in respect of the Account shall be executed. In connection with the selection of such brokers, dealers and counterparties, and the placing of such orders, Investment Manager will seek the most favorable execution and price "best execution," as described more fully in Form ADV Part 2A. In addition, Client acknowledges that Investment Manager may aggregate trades placed on behalf of Client with trades placed on behalf of other clients, so long as such trades are placed for the benefit of Client, within Client's investment guidelines, and are in accordance with Investment Manager's policies described in Form ADV Part 2A.

Disclosure:

Prior to, or contemporaneously with, entering into this Agreement, Client has received:
(i) Investment Manager's current SEC Form ADV Part 2A and Part 2B; and (ii) to the extent required by Regulation S -P (or similar federal or state law or regulations), a copy of Investment Manager's Privacy Policy (collectively, with the items listed in (i), the "Disclosure Documents").

Client further acknowledges that Client has, together with representatives of Investment Manager, carefully reviewed this Agreement and any applicable Disclosure Documents or other documents provided in connection herewith, has had the opportunity to discuss such materials with representatives of Investment Manager prior to execution of this Agreement, and understands the matters set forth in these documents. In the event of a material change to any Disclosure Documents, the Investment Manager shall provide Client with revised Disclosure Documents no later than 60 days following the change.

Standard of Care:

It is agreed that the standard of care applicable to Investment Manager under this Agreement is that owed pursuant to applicable federal and state law, including the Advisers Act. At a minimum and not displacing greater standards of care in applicable state and federal law, Investment Manager will perform all duties and responsibilities in this Agreement with the care, skill, prudence, and diligence, under the circumstances then prevailing, that a prudent investment expert acting in a like capacity and familiar with such matters would use in the conduct of an enterprise of a like character and with like aims. Nothing herein shall in any way constitute a waiver or limitation of any right of Client or any person under the federal and state securities laws. Client acknowledges that Investment Manager makes no representation or warranty, express or implied that any level of performance or investment results will be achieved by the Account or that the Account will perform comparably with any standard or index, including other clients of Investment Manager. Investment Manager shall have no responsibility or liability in the selection of investments other than for the Account, or otherwise regarding the investment policies or strategy, or diversification of investments of assets of Client.

Exclusivity :

Investment Manager and its affiliates perform, among other things, investment advisory services for accounts other than the Account. Client recognizes that Investment Manager and its affiliates may provide investment management services to other clients, regardless of whether the investment policies of such clients are similar to, or differ from those that Investment Manager hereby undertakes to perform with respect to the Account. Investment Manager and its affiliates may give advice and take action in the performance of their duties to clients that may differ from advice given, or the timing and nature of action taken, with respect to the Account. Nothing in this Agreement shall be deemed to impose upon Investment Manager any obligation to purchase or sell or recommend for purchase or sale for the Account any security or other property that Investment Manager, or its members, officers or employees, may purchase or sell, or recommend for purchase or sale, for their own account or the account of any other client, so long as it is Investment Manager's policy, to the extent practical, to allocate investment opportunities to the Account over a period of time on a fair and equitable basis relative to its other clients.

EXHIBIT "C"

CITY RFP FOR INVESTMENT ADVISOR SERVICES
(insert behind this page)

CITY OF BEAUMONT
550 E. Sixth Street, Beaumont, CA 92223
BEAUMONT Phone: (951) 769-8518 Fax: (951) 769-8526
-CALIFORNIA-

REQUEST FOR PROPOSAL
FOR Investment Advisor and Portfolio Management Services

CITY OF BEAUMONT

FINANCE DEPARTMENT
Jeff Mohlenkamp, Director of Finance
550 E. 6th Street - Beaumont, California 92223
(951) 572-3236
e-mail address: [email protected]
Proposals Due By:
12:00 Noon
Wednesday, January 6, 2020
RFP Available online at:

Public Purchase, CSMFO, GFOA and
BeaumontCa.gov

Table of Contents
Request for Proposal
Introduction 2
Background 2
Project Schedule 3
Response Submittal .3
General Requirements 4
Proposal Requirements 5
Overview and Scope of Services 9
Selection Process 9
Attachment I
Contract Services Agreement 10-22
Attachment 11
Scope of Service 23-25
Attachment 111
City of Beaumont Investment Policy ....26-38
Request for Proposal for Investment Advisor Services

CITY OF BEAUMONT

REQUEST FOR PROPOSAL
Investment Advisor and Portfolio Management Services

INTRODUCTION
The City of Beaumont is seeking proposals from firms to provide investment advisory and portfolio management services for approximately $89 million in operating and capital funds (non -pension funds).

The term will be three years, with two one year options, which may be exercised at City's discretion.

The selected firm(s) will be responsible for performing in accordance with the scope of services, as further detailed in Attachment II.

Background Information
The City of Beaumont is a general law city incorporated in 1912 currently serving a population of approximately 49,000, located in Western Riverside County. The City operates under a council- manager format of government which consists of a Mayor, Mayor Pro-Tem, three Councilmembers and the City Manager. The positions of Mayor and Mayor Pro-Tem are rotated among the elected Councilmembers. A City Clerk and Treasurer are elected position, each for a four-year term.

In addition to its function as the governing body of the City, the City Council acts as the governing body for other separate entities: Beaumont Financing Authority, Beaumont Public Improvement Authority, Beaumont Transit System, and the Beaumont Utility Authority. The City's management also has custodial, accounting and financial reporting responsibility for the Successor Agency to the City of Beaumont Redevelopment Agency. There is no requirement for separate financial reporting for these separate entities with one exception (Beaumont Transit System).

Official accounting records are on -site in the Finance Department, while some supporting information may be located in other departments within the City. Beaumont uses the Tyler Incode 10 accounting software. Payroll is processed through Paychex. We are in the process of upgrading Incode 10 to include the payroll module and should be complete by June 30, 2021.

The City's primary investment objective to achieve a reasonable rate of return on public funds while minimizing the potential for capital losses arising from market changes or issuer default. Although the generation of revenues through interest earnings on investment is an appropriate City goal, the primary consideration in the investment of City funds is capital preservation in the overall portfolio and maintaining required liquidity. As such, the City's yield objective is to achieve a reasonable rate of return on City investments rather than the maximum generation of income, which could expose the City to unacceptable levels of risk.

The Investment Policy is attached as Attachment III.

Relevant operational detail for conducting investment advisor and portfolio management services is provided as follows:

Request for Proposal for Investment Advisor Services

1. The Finance Department consists of the Finance Director, and five (5) staff members responsible for accounting and financial reporting, budgeting, payroll, accounts payable, revenue recording, banking and treasury investment, purchase order and project accounting tracking. Revenues are collected at various locations throughout the City and recorded in Tyler Incode 10 by non -finance department personnel.

2. City Funds and Account Groups are as follows:
a. General Fund (1)
b. Internal Service Funds (2)
c. Special Revenue Funds (9)
d. Debt Service Fund (1)
e. Capital Project Funds (17)
f. Enterprise Funds (7)
g. Agency Funds (4)

3. Within Incode's information management system, pooled cash is the consolidation of operating cash into one primary bank account. The accounts payable for all participating funds are paid from this one account. The routine receipts of all participating funds are deposited into this same bank account.

4. The City's total expected payroll for the year ended June 30, 2021 is approximately $24 million, covering 157 budgeted full-time and part-time positions. The total municipal budget for the 2020-21 fiscal year is approximately $48 million.

For further information, City's past two years AFRs' and current and last year adopted budget are located on the City's website at: https://beaumontca.gov/921/Audits-and-Reports The City has not had a prior Investment Advisor and has participated mostly within the LAIF CA State Investment Program.

Project Schedule
RFP Issued
November 30, 2020
Questions Due
December 12, 2020
Responses to questions provided by
December 18, 2020
Submittals Due
January 6, 2021
Staff Review
January 7-15, 2021
Presentations/Interview
January 20-21, 2021
Finance Committee Review
February 8, 2021
City Council Review/Approval
February 16, 2021
Response Submittal
Interested firms shall submit three (3) copies of the proposal no later than January 6, 2021 at 12:OOp.m. No late submittals will be accepted. "City of Beaumont 2020 Investment Advisor and Portfolio Management Services RFP" must be clearly marked on the outside of the envelope:

Request for Proposal for Investment Advisor Services

Submit Proposal to:

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
Additionally, one electronic copy of the proposal shall be sent to finance beaumontca.qov by 12:00p.m. on January 6, 2021 for proposal to be considered.

Any requests for clarification or other questions concerning this RFP must be submitted via email to Jennifer Ustation (as shown below) no later than December 12, 2020. Responses to all questions will be provided to all known interested parties by December 18, 2020.

Jennifer Ustation, Senior Accountant
Email:[email protected]
General Requirements
The City of Beaumont reserves the right to reject any or all responses, to waive any informality in any responses, and to select the vendor that best meets the City's needs.

There is no expressed or implied obligation for the City to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. Materials submitted by respondents are subject to public inspection under the California Public Records Act (Government Code Sec. 6250 et seq.) unless exempt. Any language purporting to render the entire proposal confidential or proprietary will be ineffective and will be disregarded.

All property rights, including publication rights of all reports produced by respondents in connection with services performed under the agreement will be vested in the City. In addition, respondents will not publish or release any of the results of its examination without the express written permission of the City.

Responses must be submitted no later than the date and time stated on this RFP. Responses shall be reviewed and rated as set forth in the Selection Process section of this RFP. The City will then determine which firm best meets the City's requirements.

During the evaluation process, the City reserves the right (where it may serve the City's best interest) to request additional information or clarification from respondents. At the discretion of the City, firms submitting proposals may be requested to make oral presentations as part of the evaluation process.

The City reserves the right to retain all proposals submitted and to use any ideas in a proposal regardless of whether the proposal was selected. Submission of a proposal indicated acceptance by the firm of the conditions contained in the Request for Proposals, unless clearly and specifically noted in the proposal as submitted and confirmed in the contract between the City and the firm selected.

The City reserves the right to negotiate final pricing with the most qualified firm. The City may invite selected firms to meet with the evaluation team on or around the week of January 18, 2021, at no additional cost to the City.

The City's standard Contract Services Agreement is included as Attachment I . Upon award of the contract, it is expected that the successful proposer will accept the Agreement terms and conditions "as is" without modification. Any contract modifications are to be stated upfront, at the time of Request for Proposal for Investment Advisor Services

submittal.

Any costs incurred in the preparation of the response, presentation to the City, travel in conjunction with such presentations, or samples of items shall be the responsibility of the respondent. The City assumes no responsibility and no liability for costs incurred by respondents prior to issuance of contract.

The proposer shall furnish the City with such additional information the City may reasonably require.

Proposal Requirements
The City requests responses be organized in a logical format that is relevant to these services. The responses shall also be concise, excluding excessive or irrelevant material and should contain the following:

A. Cover Page
B. Table of Contents
C. Executive Summary
Provide a brief summary describing the proposer's ability to perform the work requested, a history of the proposer's background and experience providing services, the qualifications of the proposer's personnel to be assigned to this project, any subcontractor, sub consultants, and/or suppliers and a brief history of their background and experience, and any other information called for by this request for proposal which the proposer deems relevant, including restating any exceptions to this request for proposal. This summary should be brief and concise to apprise the reader of the basic services offered, experience and qualifications of the proposer, staff subcontractors, and/or suppliers.

D. Questionnaire/Response to Scope of Services
Proposer shall provide responses and information to fully satisfy each item in the Questionnaire. Each question item should be presented before the proposer's response.

E. Attachments
Questionnaire
A. Company and General Information

1. Company name and address.

2. Letter of transmittal signed by an individual authorized to bind the respondent, stating that the respondent has read and will comply with all the terms and conditions of the RFP.

3. General information about the primary contact who would be able to answer questions about the proposal. Include name, title, telephone number and email address of the individual.

B. Qualifications and Experience of the Firm
Request for Proposal for Investment Advisor Services

Describe the organization, date founded, and ownership of your firm. If your firm experienced a material change in organizational structure, ownership or management during the past three years, describe the change.

2. Which office(s) of your organization will have primary responsibility for managing this account? List the members of your team who will be responsible for providing the services and for ongoing support.

3. What is your firm's experience conducting the services requested? Describe comparable projects performed by your firm in the last five years, including number of projects, scope of service, and status of projects.

4. Describe any other business affiliations (subsidiaries, joint ventures, "soft dollar arrangements with brokers). Describe your firm's policy on soft dollars.

5. Describe your firm's experience managing fixed income portfolios for governmental entities.

6. Does your firm act as a broker or as a primary dealer in securities or receive any other form of additional compensation (including soft dollars) for the client transactions aside from the direct fee paid by clients?

7. Provide the number and types of accounts, total asset value, and composition of portfolios currently being managed by your firm.

8. Comment on other areas that may make your firm different form your competitors.

9. Describe your firm's sources of revenue, categorized by retail and institutional accounts.

10. Is your firm a registered Investment Advisor under the Investment Advisor's Act of 1940, as amended?

11. Describe any SEC, NASD, or regulatory censure or litigation involving your firm or its employees within the past three years.

12. Did you, or will you, pay a finder's fee to any third party for business related to this account? Specify the recipients of any fee.

C. Qualifications and Experience of Proposed Project Team

1. Describe the qualifications of staff proposed for the assignment, position(s) in the firm, and types and amount of equivalent experience. Be sure to include any municipal agencies they have worked with in the past three years and their level of involvement.

A description of how overall supervision will be provided should be included.

2. Identify the investment professionals (portfolio manager, analysts, and researchers) employed by your firm, by classification, and specify the average number of accounts handled by portfolio managers. Are there any established limits on accounts or assets under management?
Request for Proposal for Investment Advisor Services

3. Provide an affirmative statement that the primary contact and all assigned key professional staff are properly licensed to practice in California.

4. Describe your firm's training and education efforts to keep portfolio managers informed of developments relevant to government investment managers.

5. Has there been any turnover of professional staff in the firm in the last three years assigned to public sector clients?

6. Summarize your assets under management (institutional only) over the past five years and average assets per client.

7. Provide relevant performance statistics on a comparable portfolio that you would recommend to the City of Beaumont and compare with industry averages or benchmarks for the last one, three, five, ten year period and/or since inception, noting the performance measurement methodology/basis (e.g. Total Rate of Return (GIPS), Effective Rate of Return, etc.).

8. How many accounts have you gained in the last 12 months? How many accounts have been lost in the last 12 months and why?
D. Assets Under Management

1. Summarize your institutional investment assets under management by category as shown below for your latest reporting period.

Operating/Bond $
Funds
Governmental
Non -Governmental
Total
$
Pension Funds
Foundations
Equity Funds
Total
E. Investment Management Approach and Discipline

1. Briefly describe your firm's investment management philosophy, including your approach to managing governmental portfolios.

2. How frequently do you formulate and review fixed income strategy? How is that carried out and who is involved?

3. What are the primary strategies for adding value to portfolios (e.g. market timing, credit research. trading)?

4. How are portfolios managed (e.g. by team or individual manager)? What is the back-up when the manager is away?

5. What oversight is provided to portfolio managers?

6. What role does interest -rate forecasting play in your portfolio management strategy? Request for Proposal for Investment Advisor Services

7. How will you handle fluctuating cash flows and the cash forecasting process?

8. Describe on ongoing daily investment procedures proposed for the City including procedures for trades, security choice, controls, etc., and how you will provide liquidity.

9. How frequently would you suggest your staff meet with the City's staff? Who will attend these meetings?
F. Reporting

1. Describe the investment accounting and reporting system used by your firm.

2. Describe the frequency and format of reports that you would provide to the city staff.

Send a sample.

3. What performance benchmarks would you suggest for this portfolio? Provide recommendations regarding performance benchmarks for a portfolio similar to that of the City's. What experience has the firm had in developing benchmarks for public operating portfolios?
G. Questions/Response to Scope of Services

1. Describe the methods by which your firm will fulfill the services requested in the Scope of Services and subsequent sections.

2. Provide a statement of the service(s) that differentiate your firm from other respondents.

H. Fees

1. Provide your fees for the proposed services. Fee quotes should be detailed by service.

2. Outline billing and payment expectations, including timing and method of payment.

3. Describe any remaining fees not previously detailed in the above.

4. Describe any renumeration that your agency would receive on any specific investment transactions completed on behalf of the City
I. References
List the name, address and telephone number of references from at least three (3) recent similar projects. Include a brief description of the work provided for each reference.

California municipal or county projects are preferred. You may offer more than three recent similar projects if desired. The references should include the start date of the project and the date of completion for each project.

J. Implementation Schedule
Request for Proposal for Investment Advisor Services

Include a detailed implementation schedule with an estimated project start date of February 17, 2021 and note key project milestones and timelines for deliverables. Identify any assumptions used in developing the schedule.

K. Certificate(s) of Insurance
The City will require the successful Respondent (or Proposer) to provide Certificates of Insurance evidencing required coverage types and the minimum limits. See the attached City Draft Standard Agreement for more information on the City's insurance requirements.

L. Business License
The proposing organization does not require a Beaumont City business license to respond to this RFP. However, the successful proposer will be required to acquire a Beaumont Business License during the contracting process and maintain an active license throughout the contracted period.

M. Standard City Professional Services Agreement
The City will require the successful Proposer to execute a professional services agreement with the City. Please review the attached draft agreement and identify any questions of concern in your response to the City
Overview and Scope of Services
The request for Proposals is for Professional Investment Advisory and Portfolio Management Services as set forth in Attachment II — Scope of Services.

Selection Process
Staff will review the proposals and make a recommendation to the City Council for review (tentatively scheduled for February 16, 2021). The City intends to evaluate the proposals based upon the data presented in response to the RFP. The following general selection criteria will be used to evaluate each proposal:

1. Ability to meet service requirement; understanding the needs and requirements of the City; scope and services offered.

2. Experience, qualifications and knowledge of key personnel; references for similar work completed within the last three years.

3. Proposed pricing.

4. Completeness of responses to the Request for Proposals.

Request for Proposal for Investment Advisor Services

Attachment 1
AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTORError! Bookmark not defined.

THIS AGREEMENT FOR PROFESSIONAL SERVICES BY INDEPENDENT CONTRACTOR is made and effective as of the day of
, 2020, by and between the CITY OF BEAUMONT ("CITY")
whose address is 550 E. 6th Street, Beaumont, California 92223 and whose address is
("CONTRACTOR").

RECITALS
This Agreement is entered into on the basis of the following facts, understandings and intentions of the parties to this Agreement:

A. CITY desires to engage CONTRACTOR to provide
; and
B. CONTRACTOR has made a proposal ("Proposal") to the CITY to provide such professional services, which Proposal is attached hereto as Exhibit "A"; and C. CONTRACTOR agrees to provide such services pursuant to, and in accordance with, the terms and conditions of this Agreement, and represents and warrants to CITY that CONTRACTOR possesses the necessary skills, licenses, certifications, qualifications, personnel and equipment to provide such services.

AGREEMENT
NOW, THEREFORE, in consideration of the foregoing Recitals and mutual covenants contained herein, CITY and CONTRACTOR agree as follows:

1. Term of Agreement. This Agreement is effective as of the date first above written and shall continue until terminated as provided for herein. Notwithstanding anything in this Agreement to the contrary, this Agreement shall automatically terminate after one (1) year unless extended by the parties with the approval of the City Council of the CITY.

2. Services to be Performed. CONTRACTOR agrees to provide the services ("Services") as follows: per
Exhibit "A" and any other services which the City may request in writing. All Services shall be performed in the manner and according to the timeframe set forth in the Proposal. CONTRACTOR designates as CONTRACTOR'S
professional responsible for overseeing the Services provided by CONTRACTOR.

3. Associates and Subcontractors. CONTRACTOR may, at

CONTRACTOR's sole cost and expense, employ such competent and qualified independent associates, subcontractors and consultants as CONTRACTOR deems necessary to perform the Services; provided, however, that CONTRACTOR shall not subcontract any of the Services without the written consent of CITY.

4. Compensation.

4.01 CONTRACTOR shall be paid at the rates set forth
in the Proposal and shall not increase any rate without the prior written consent of the CITY. Notwithstanding anything in this Agreement to the contrary, total fees and charges paid by CITY to CONTRACTOR under this Agreement shall not exceed

4.02 CONTRACTOR shall not be compensated for any Services rendered nor reimbursed for any expenses incurred in excess of those authorized unless approved in advance by the CITY, in writing.

4.03 CONTRACTOR shall submit to CITY, on or before
the fifteenth (15th) of each month, itemized invoices for the Services rendered in the previous month. The CITY shall not be obligated to pay any invoice that is submitted more than sixty (60) days after the due date of such invoice. CITY shall have the right to review and audit all invoices prior to or after payment to CONTRACTOR. This review and audit may include, but not be limited to CITY's:
a. Determination that any hourly fee charged is
consistent with this Agreement's approved hourly rate
schedule;
b. Determination that the multiplication of the
hours billed times the approved rate schedule dollars is correct;
c. Determination that each item charged is the
usual, customary, and reasonable charge for the particular item. If CITY determines an item charged is greater than usual, customary, or reasonable, or is duplicative,
ambiguous, excessive, or inappropriate, CITY shall either return the bill to CONTRACTOR with a request for
explanation or adjust the payment accordingly, and give notice to CONTRACTOR of the adjustment.

4.04 If the work is satisfactorily completed, CITY shall pay such invoice within thirty (30) days of its receipt.

Should CITY dispute any portion of any invoice, CITY shall pay the undisputed portion within the time stated above, and at the same time advise CONTRACTOR in writing of the disputed portion. 1

5. Obligations of CONTRACTOR.

5.01 CONTRACTOR agrees to perform all Services in
accordance with the terms and conditions of this Agreement and the Proposal. In the event that the terms of the Proposal shall conflict with the terms of this Agreement, or contain additional terms other than the Services to be rendered and the price for the Services, the terms of this Agreement shall govern and said additional or conflicting terms shall be of no force or effect.

5.02 Except as otherwise agreed by the parties,
CONTRACTOR will supply all personnel, materials and equipment required to perform the Services. CONTRACTOR shall provide its own offices, telephones, vehicles and computers and set its own work hours. CONTRACTOR will determine the method, details, and means of performing the Services under this Agreement.

5.03 CONTRACTOR shall keep CITY informed as to the
progress of the Services by means of regular and frequent consultations. Additionally, when requested by CITY, CONTRACTOR shall prepare written status reports.

5.04 CONTRACTOR is responsible for paying, when due, all income and other taxes, fees and withholding, including withholding state and federal taxes, social security,
unemployment and worker's compensation, incurred as a result of the compensation paid under this Agreement. CONTRACTOR agrees to indemnify, defend and hold harmless CITY for any claims, costs, losses, fees, penalties, interest, or damages suffered by CITY resulting from CONTRACTOR's failure to comply with this provision.

5.05 In the event CONTRACTOR is required to prepare plans, drawings, specifications and/or estimates, the same shall be furnished in conformance with local, state and federal laws, rules and regulations.

5.06 CONTRACTOR represents that it possesses all required licenses necessary or applicable to the performance of Services under this Agreement and the Proposal and shall obtain and keep in full force and effect all permits and approvals required to perform the Services herein. In the event CITY is required to obtain an approval or permit from another governmental entity, CONTRACTOR shall provide all necessary supporting documents to be filed with such entity.

5.07 CONTRACTOR shall be solely responsible for obtaining Employment Eligibility Verification information from
CONTRACTOR's employees, in compliance with the Immigration 2

Reform and Control Act of 1986, Pub. L. 99-603 (8 U.S.C. 1324a), and shall ensure that CONTRACTOR's employees are eligible to work in the United States.

5.08 In the event that CONTRACTOR employs, contracts with, or otherwise utilizes any CalPers retirees in completing any of the Services performed hereunder, such instances shall be disclosed in advance to the CITY and shall be subject to the CITY's advance written approval.

5.09 Drug -free Workplace Certification. By signing this Agreement, the CONTRACTOR hereby certifies under penalty of perjury under the laws of the State of California that the CONTRACTOR will comply with the requirements of the Drug -Free Workplace Act of 1990 (Government Code, Section 8350 et seq.) and will provide a drug -free workplace.

5.10 CONTRACTOR shall comply with all applicable local, state and federal laws, rules, regulations, entitlements and/or permits applicable to, or governing the Services authorized hereunder.

6. Insurance. CONTRACTOR hereby agrees to be solely
responsible for the health and safety of its employees and agents in performing the Services under this Agreement and shall comply with all laws applicable to worker safety including but not limited to Cal -OSHA. Therefore, throughout the duration of this Agreement, CONTRACTOR hereby covenants and agrees to maintain insurance in conformance with the requirements set forth below. Attached hereto as Exhibit "B" are copies of Certificates of Insurance and endorsements as required by Section 7.02. If existing coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement or endorse the existing coverage to do so.

CONTRACTOR shall provide the following types and amounts of insurance:

6.01 Commercial general liability insurance in an amount of not less than $1,000,000 per occurrence and $2,000,000 in the aggregate; CONTRACTOR agrees to have its insurer endorse the general liability coverage required herein to include as additional insured's CITY, its officials, employees and agents.

CONTRACTOR also agrees to require all contractors and
subcontractors to provide the same coverage required under this Section 6.

6.02 Business Auto Coverage in an amount no less than $1 million per accident. If CONTRACTOR or CONTRACTOR's employees will use personal autos in performance of the Services
hereunder, CONTRACTOR shall provide evidence of personal auto liability coverage for each such person.
3

6.03 Workers' Compensation coverage for any of
CONTRACTOR's employees that will be providing any Services hereunder. CONTRACTOR will have a state -approved policy form providing statutory benefits as required by California law.

The provisions of any workers' compensation will not limit the obligations of CONTRACTOR under this Agreement. CONTRACTOR expressly agrees not to use any statutory immunity defenses under such laws with respect to CITY, its employees, officials and agents.

6.04 Optional Insurance Coverage. Choose and check one:

Required _X_ /Not Required ; Errors and omissions insurance in a minimum amount of $2 million per occurrence to cover any negligent acts or omissions committed by CONTRACTOR, its employees and/or agents in the performance of any Services for CITY.

7. General Conditions pertaining to Insurance Coverage

7.01 No liability insurance coverage provided shall
prohibit CONTRACTOR from waiving the right of subrogation prior to a loss. CONTRACTOR waives all rights of subrogation against CITY regardless of the applicability of insurance proceeds and shall require all contractors and subcontractors to do
likewise.

7.02. Prior to beginning the Services under this
Agreement, CONTRACTOR shall furnish CITY with certificates of insurance, endorsements, and upon request, complete copies of all policies, including complete copies of all endorsements.

All copies of policies and endorsements shall show the
signature of a person authorized by that insurer to bind coverage on its behalf.

7.03. All required policies shall be issued by a highly rated insurer with a minimum A.M. Best rating of "A:VII"). The insurer(s) shall be admitted and licensed to do business in California. The certificates of insurance hereunder shall state that coverage shall not be suspended, voided, canceled by either party, or reduced in coverage or in limits, except after thirty (30) days' prior written notice has been given to CITY.

7.04 Self-insurance does not comply with these insurance specifications. CONTRACTOR acknowledges and agrees that that all insurance coverage required to be provided by CONTRACTOR or any subcontractor, shall apply first and on a primary, non- contributing basis in relation to any other insurance,
indemnity or self-insurance available to CITY.
4

7.05 All coverage types and limits required are subject to approval, modification and additional requirements by CITY, as the need arises. CONTRACTOR shall not make any reductions in scope of coverage (e.g. elimination of contractual liability or reduction of discovery period) that may affect CITY's
protection without CITY's prior written consent.

7.06 CONTRACTOR agrees to provide immediate notice to CITY of any claim or loss against CONTRACTOR or arising out of the Services performed under this Agreement. CITY assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve CITY.

8. Indemnification.

8.01 CONTRACTOR and CITY agree that CITY, its employees, agents and officials should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorneys' fees, litigation costs, defense costs, court costs or any other costs arising out of or in any way related to the performance of this Agreement by CONTRACTOR or any subcontractor or agent of either as set forth herein.

Accordingly, the provisions of this indemnity are intended by the parties to be interpreted and construed to provide the fullest protection possible under the law to CITY. CONTRACTOR acknowledges that CITY would not enter into this Agreement in the absence of the commitment of CONTRACTOR to indemnify and protect CITY as set forth herein.
a. To the fullest extent permitted by law,
CONTRACTOR shall defend, indemnify and hold harmless CITY, its employees, agents and officials, from any liability, claims, suits, actions, arbitration proceedings,
administrative proceedings, regulatory proceedings,
losses, expenses, damages or costs of any kind, whether actual, alleged or threatened, actual attorneys' fees
incurred by CITY, court costs, interest, defense costs, including expert witness fees and any other costs or
expenses of any kind whatsoever without restriction or
limitation incurred in relation to, as a consequence of or arising out of, or in any way attributable actually,
allegedly or impliedly, in whole or in part to the
performance of this Agreement. CONTRACTOR's obligation to defend, indemnify and hold harmless shall include any and all claims, suits and proceedings in which CONTRACTOR
(and/or CONTRACTOR's agents and/or employees) is alleged to be an employee of CITY. All obligations under this
provision are to be paid by CONTRACTOR as they are
incurred by CITY.
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b. Without affecting the rights of CITY under any
provision of this Agreement or this Section, CONTRACTOR shall not be required to indemnify and hold harmless CITY as set forth above for liability attributable solely to the fault of CITY, provided such fault is determined by agreement between the parties or the findings of a court of competent jurisdiction.

9. Additional Services, Changes and Deletions.

9.01 In the event CONTRACTOR performs additional or
different services than those described herein without the prior written approval of the City Manager and/or City Council of CITY, CONTRACTOR shall not be compensated for such services.

CONTRACTOR expressly waives any right to be compensated for services and materials not covered by the scope of this Agreement or authorized by the CITY in writing.

9.02 CONTRACTOR shall promptly advise the City
Manager and Finance Director of CITY as soon as reasonably practicable upon gaining knowledge of a condition, event or accumulation of events which may affect the scope and/or cost of Services. All proposed changes, modifications, deletions and/or requests for additional services shall be reduced to writing for review and approval by the CITY and/or City Council.

10. Termination of Agreement.

10.01 Notwithstanding any other provision of this
Agreement, CITY, at its sole option, may terminate this Agreement with or without cause, or for no cause, at any time by giving twenty (20) days' written notice to CONTRACTOR.

10.02 In the event of termination, the payment of
monies due CONTRACTOR for undisputed Services performed prior to the effective date of such termination shall be paid within thirty (30) business days after receipt of an invoice as provided in this Agreement. Immediately upon termination, CONTRACTOR agrees to promptly provide and deliver to CITY all original documents, reports, studies, plans, specifications and the like which are in the possession or control of CONTRACTOR and pertain to CITY.

11. Status of CONTRACTOR.

11.01 CONTRACTOR shall perform the Services in
CONTRACTOR's own way as an independent contractor, and in pursuit of CONTRACTOR's independent calling, and not as an 6

employee of CITY. However, CONTRACTOR shall regularly confer with CITY's City Manager as provided for in this Agreement.

11.02 CONTRACTOR agrees that it is not entitled to the
rights and benefits afforded to CITY's employees, including disability or unemployment insurance, workers' compensation, retirement, CalPers, medical insurance, sick leave, or any other employment benefit. CONTRACTOR is responsible for providing, at its own expense, disability, unemployment, workers' compensation and other insurance, training, permits, and licenses for itself and its employees and subcontractors.

11.03 CONTRACTOR hereby specifically represents and
warrants to CITY that it possesses the qualifications and skills necessary to perform the Services under this Agreement in a competent, professional manner, without the advice or direction of CITY and that the Services to be rendered pursuant to this Agreement shall be performed in accordance with the standards customarily applicable to an experienced and
competent professional rendering the same or similar services in the same geographic area where the CITY is located.

Further, CONTRACTOR represents and warrants that the individual signing this Agreement on behalf of CONTRACTOR has the full authority to bind CONTRACTOR to this Agreement.

12. Ownership of Documents; Audit.

12.01 All draft and final reports, plans, drawings,
studies, maps, photographs, specifications, data, notes, manuals, warranties and all other documents of any kind or nature prepared, developed or obtained by CONTRACTOR in connection with the performance of Services performed for the CITY shall become the sole property of CITY, and CONTRACTOR shall promptly deliver all such materials to CITY upon request.

At the CITY's sole discretion, CONTRACTOR may be permitted to retain original documents, and furnish reproductions to CITY upon request, at no cost to CITY.

12.02 Subject to applicable federal and state laws,
rules and regulations, CITY shall hold all intellectual property rights to any materials developed pursuant to this Agreement. CONTRACTOR shall not such use data or documents for purposes other than the performance of this Agreement, nor shall CONTRACTOR release, reproduce, distribute, publish, adapt for future use or any other purposes, or otherwise use, any data or other materials first produced in the performance of this Agreement, nor authorize others to do so, without the prior written consent of CITY.

12.03 CONTRACTOR shall retain and maintain, for a
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period not less than four years following termination of this Agreement, all time records, accounting records and vouchers and all other records with respect to all matters concerning Services performed, compensation paid and expenses reimbursed.

At any time during normal business hours and as often as CITY may deem necessary, CONTRACTOR shall make available to CITY's agents for examination all of such records and shall permit CITY's agents to audit, examine and reproduce such records.

13. Miscellaneous Provisions.

13.01 This Agreement, which includes all attached
exhibits, supersedes any and all previous agreements, either oral or written, between the parties hereto with respect to the rendering of Services by CONTRACTOR for CITY and contains all of the covenants and agreements between the parties with respect to the rendering of such Services in any manner whatsoever. Any modification of this Agreement will be
effective only if it is in writing signed by both parties.

13.02 CONTRACTOR shall not assign or otherwise
transfer any rights or interest in this Agreement without the prior written consent of CITY. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement.

13.03 CONTRACTOR shall timely file FPPC Form 700
Conflict of Interest Statements with CITY if required by California law and/or the CITY's conflict of interest policy.

13.04 If any legal action or proceeding, including an
action for declaratory relief, is brought to enforce or interpret the provisions of this Agreement, the prevailing party will be entitled to reasonable attorneys' fees and costs, in addition to any other relief to which that party may be entitled.

13.05 This Agreement is made, entered into and shall
be performed in the County of Riverside in the State of California and shall in all respects be interpreted, enforced and governed under the laws of the State of California.

13.06 CONTRACTOR covenants that neither it nor any
officer or principal of its firm has any interest, nor shall they acquire any interest, either directly or indirectly, which will conflict in any manner or degree with the performance of their Services hereunder. CONTRACTOR further covenants that in the performance of this Agreement, no person having such interest shall be employed by it as an officer, employee, 8

agent, or subcontractor.

13.07 CONTRACTOR has read and is aware of the
provisions of Section 1090 et seq. and Section 87100 et seq. of the Government Code relating to conflicts of interest of public officers and employees. CONTRACTOR agrees that they are unaware of any financial or economic interest of any public officer or employee of the CITY relating to this Agreement. It is further understood and agreed that if such a financial interest does exist at the inception of this Agreement, the CITY may
immediately terminate this Agreement by giving notice thereof.

CONTRACTOR shall comply with the requirements of Government Code section 87100 et seq. and section 1090 in the performance of and during the term of this Agreement.

13.08 Improper Consideration. CONTRACTOR shall not
offer (either directly or through an intermediary) any improper consideration such as, but not limited to, cash, discounts, services, the provision of travel or entertainment, or any items of value to any officer, employee or agent of the CITY in an attempt to secure favorable treatment regarding this Agreement or any contract awarded by CITY. The CITY, by notice, may immediately terminate this Agreement if it determines that any improper consideration as described in the preceding sentence was offered to any officer, employee or agent of the CITY with respect to the proposal and award process of this Agreement or any CITY contract. This prohibition shall apply to any amendment, extension or evaluation process once this Agreement or any CITY contract has been awarded. CONTRACTOR shall immediately report any attempt by any CITY officer, employee or agent to solicit (either directly or through an intermediary) improper consideration from CONTRACTOR.

13.09 Severability. If any portion of this Agreement
is declared invalid, illegal or otherwise unenforceable by a court of competent jurisdiction, the entire balance of this Agreement not so affected shall remain in full force and effect.

IN WITNESS WHEREOF, the parties hereby have made and executed this Agreement to be effective as of the day and year first above - written.

CITY:

CITY OF BEAUMONT
By:

CONTRACTOR:

By:
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Rey Santos,
Mayor Print Name:

Title:
10

EXHIBIT "A"

PROPOSAL
(insert behind this page)

EXHIBIT "B"

CERTIFICATES OF INSURANCE AND ENDORSEMENTS A
(insert behind this page)
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Attachment II
Scope of Services
The City of Beaumont intends to obtain the services of a qualified firm to provide the services as outlines below. Best industry practices and/or best management practices may require additional services not explicitly enumerated. The proposer should identify any additional services required, price them, and explain them in their response.

Specific services, although not all-inclusive, to be performed are as follows:

1. Manage the City and Agency portfolios with semi -discretionary authority.

Discretionary authority shall be granted unless the diversification of the portfolio will materially change the liquidity of the portfolio by 10% or more and/or a material change to the diversification of the portfolio by 15% or more, which would require prior authorization from the City.

2. Assist the City/Agency with cash flow/maturity analysis.

3. Provide credit analysis of investment instruments in portfolio.

4. Provide monthly/quarterly/annual reporting for the City/Agency managed funds.

5. Attend quarterly meetings (in person or via teleconference) with City staff and Investment Committee.

6. Evaluate market risk and develop strategies that minimize the impact on the portfolio.

7. Provide assurance of portfolio compliance with applicable policies and laws.

8. Establish an appropriate benchmark in addition to the LAIF rate as a benchmark.

All earnings should be comparable at a net of fees.

9. Ensure that the portfolio structure matches the City/Agency objectives.

10. Review the City's Investment Policy and make recommendations for changes, as appropriate.

11.Assist the City in establishing and maintaining an authorized broker/dealer list pursuant to the Investment Policy.

Investment practices and procedures must comply with state law, the City's Investment Policy, and any other applicable laws or regulations. The investment advisory firm will be expected to perform to the Prudent Expert Standard.

A. Project Deliverables
As part of the scope of services, the Advisor will also be required to provide the

following deliverable products:

1. Monthly and Quarterly Reports. Successful Proposer shall provide monthly and quarterly reports that meet all requirements of the City's Investment Policy and be prepared in accordance with Generally Accepted Accounting Principles (GAAP) and in compliance with Government Accounting Standards Board (GASB) pronouncements, including GASB Statements 31 and 40 and should include the following:
a. Summary of Portfolio Holdings. A listing of all securities held at the end of the month categorized by type of security, maturity and institution. b. Investment Performance Report. At a minimum, the performance report should show total returns for the period compared to the established benchmark.
c. Maturity/Duration Indicators. The monthly report should include portfolio duration and average maturity statistics to help monitor interest - rate risk.
d. Transaction Summary. A summary of completed transactions for the month.
e. Mark -to -Market Report. The monthly report should show the cost and market value for each security in the portfolio.
f. Market Commentary. The monthly and quarterly reports should contain general commentary on the market, trends that might affect performance, future outlook and other information as deemed appropriate.

All reports shall be due to the City within 30 days of the end of the reporting period.

2. Attendance at Meetings and Hearings. As part of the work scope and included in the contract price is attendance by the Advisor at as many "working" meetings with staff as necessary in performing work scope tasks.

3. Services to Other Clients. It is understood that the Advisor performs investment management services for other clients. It is understood that the Advisor shall not have any obligations to purchase or sell for the City account any security which the Advisor, its principals, affiliates or employees may purchase or sell for its or their own account or for the account of any client, if in the Advisor's good faith opinion such transaction or investment unsuitable, impractical or undesirable for the City account.

4. Allocation of Brokerage. Where the Advisor places orders for the execution of portfolio transactions for the City account, the Advisor may allocate such transactions to such brokers and dealers for execution on 1

such markets, at such prices and at such commission rates as in the good faith judgement of the Advisor will be in the best interest of the City. The Advisor shall receive no soft dollar benefit for any transaction placed on behalf of the City.

B. Terms of Service
The terms of service will be for a period of three years, with two one year options, which may be exercised at the City's discretion. An option for early termination of the contract may be exercised by the City for persistent non - responsiveness by the firm to City questions or requests or for failure to meet the standards set by the City.
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Attachment 111
City of Beaumont, California
Investment Policies
-CALIFORNIA-

B ' AUMONT

1.Introduction
The City of Beaumont shall invest public funds in such a manner as to comply with state and local laws; ensure prudent money management; provide for daily cash flow requirements; and meet the objectives of the Policy; in priority order of Safety, Liquidity and Return on investment.

2.Scope
The City's investment policies apply to all personnel, departments, divisions and offices of the City government as well as all associated accounting funds under the direct authority of the City of Beaumont. These accounting funds include, but are not limited to, the General Fund, Special Revenue Funds, Enterprise Funds, Internal Service Funds, Debt Service Funds, Capital Projects Funds, Private Purpose Trust Funds and Agency Trust Funds. These investment policies are also applicable to the City's blended component units, including the Successor Agency to the Beaumont Redevelopment Agency, Beaumont Utility Authority, Beaumont Public Improvement Authority.

3.Responsibility
The City Manager is ultimately responsible for the City's implementation and compliance with these policies, unless the City Council authorizes exceptions. Under the direction of the City Manager, the Finance Director will review, develop and implement a system of processes and procedures to ensure compliance with these policies throughout the entire organization. The City Manager will work with the Finance Director to ensure these policies are updated on a timely basis.

4.Pooling of Funds
The City of Beaumont consolidates cash balances from all eligible funds to maximize investment earnings. Funds held by the Trustee are not eligible to be pooled. The City schedules its collection of receipts, deposits of funds and disbursements of monies to ensure maximum availability of cash for temporary investment purposes.

Investment income is allocated to the various Funds based on their respective participation and in accordance with Generally Accepted Accounting Principles (GAAP).

5.Investment Objectives
The primary objectives (in order of priority) of the City investment activities are the safety of principal and preservation of capital, liquidity, and yield.

1. Safety of Principal and Preservation of Capital. Safety of principal and preservation of capital are the foremost objectives of the investment program. Investments are undertaken in a manner that seeks to ensure the preservation of capital in the overall portfolio. The objective is to mitigate credit risk and interest - rate risk.

A. Credit Risk. The City of Beaumont will minimize credit risk, the risk of loss due to the failure of the security issuer or backer by:
(1) Limiting investments to the safest type of securities. All investments must be made only in investment grade securities A rating or higher.
(2) Pre -qualifying the financial institutions, broker/dealers, intermediaries, and advisers with whom the City of Beaumont will do business
The City of Beaumont will use the approved purchasing process for any Investment Advisor services. Within this process will be an agreed upon condition that the Investment Advisor's services obtained shall be required to prequalify all financial institutions to comply with the City of Beaumont's Investment Policy. (3) Diversifying the investment portfolio so that potential losses on overall portfolio will be strictly limited. The investments shall be diversified by:
• Limiting investments to avoid overconcentration in securities from a specific issuer or business sector (excluding U.S. Treasury securities),
• Investing in securities of varying maturities and
• Continuously investing a portion of the portfolio in readily available funds such as local government investment pools (LGIPs), money market funds or overnight repurchase agreements to ensure that appropriate liquidity is maintained in order to meet ongoing obligations.

B. Interest Rate Risk. The City of Beaumont will minimize the risk that the market value of securities in the portfolio will fall due to changes in general interest rates by:
(1) Structuring the investment portfolio so that securities mature to meet cash requirements for ongoing operations, thereby avoiding the need to sell securities on the open market prior to maturity, (2) Investing operating funds primarily in shorter -term securities or with State and local government investment pools to ensure liquidity needs are met and stability of principal is assured. 1

2. Liquidity. The investment portfolio remains sufficiently liquid to meet all operating requirements that may be reasonably anticipated. This is accomplished by structuring the portfolio so that securities mature concurrently with the City's cash needs to meet anticipated demands (static liquidity). A portion of the portfolio also may be placed in money market mutual funds or Local Government Investment Pools (LGIP's) which offer either same -day or next -day liquidity. Furthermore, since all possible cash demands cannot be anticipated, the portfolio consists largely of securities with active secondary or resale markets (dynamic liquidity). The City will ensure that liquid resources are available to meet at least six months of operating expenses.

3. Yield on Investments. The investment portfolio is designed with the objective of attaining a market rate of return throughout the budgetary and economic cycles, taking into account the investment risk constraints and liquidity needs of the City. Return on investment is of secondary importance compared to the safety and preservation of capital and liquidity objectives described above.

The core investments are limited to relatively low risk securities in anticipation of earning a fair return relative to the risk being assumed. Securities shall not be sold prior to the maturity with the following exceptions:

A. Loss of Principal. A security with declining credit may be sold early to minimize loss of principal. While investments in securities that pose some risk of principal loss, the portfolio of investments must be structured to strictly limit the overall loss of principal while seeking to increase the rate of investment return.

B. Security Swap. A security swap would improve the quality, yield, or target duration in the portfolio.

C. Liquidity. Liquidity needs of the portfolio require that the security be sold. Any non -liquid investments will be structured to ensure they become liquid in time to meet operating expenditures.

This will require managing of maturity dates for investments to ensure liquid funds are available when needed.

6.Standards of Care
A. Prudence. The standard of prudence used by investment officials is the "prudent" person standard (Civil Code Section 2261, et. seq.) and is applied in the context of management an overall investment portfolio. Investment officers acting in accordance with written procedures and this overall investment policy and exercising due diligence shall be relieved of personal responsibility for an individual security's credit risk or market price changes, provided deviations from expectations are reported in a timely fashion and 2

the liquidity and sale of securities are carried in accordance with the terms of this policy.

Investments are made with judgment and care, under circumstances then prevailing, which persons of prudence, discretion and intelligence exercise in the management of their own affairs, not for speculation, but for investment, considering the probable safety of their capital as well as the probable income to be derived.

B. Public Trust, Ethics and Conflicts of Interest. Investment officials recognize that the investment portfolio is subject to public review and evaluation. The overall program is designed and managed with a degree of professionalism that is worthy of the public trust.

Officers and employees involved in the investment process will refrain from personal business activity that could conflict with the proper execution and management of the investment program, or that could impair their ability to make impartial investment decisions.

Employees and investment officials will disclose any material interest in financial institutions with which they conduct business.

They shall further disclose any personal financial/investment positions that could be related to the performance of the investment portfolio. Employees and officers will refrain from undertaking personal investment transactions with the same individual with whom business is conducted on behalf of the City of Beaumont.

C. Delegation of Authority. Authority to manage the City's investment program is granted to the City Manager and his or her designee, hereinafter referred to the "Investment Officer," Responsibility for the operation of the investment program is hereby delegated to the investment officer, who shall act in accordance with this investment policy.

7.Authorized Financial Dealers and Institutions
The City will secure the services of one or more approved financial institutions authorized to provide investment services to the to the City of Beaumont. These may include "primary" dealers or regional dealers that qualify under Securities and Exchange Commission Rule 15C3-1 (uniform net capital rule). A determination should be made to ensure that all approved broker/dealer firms, and individuals covering the City of Beaumont, are reputable and trustworthy. In addition, the broker/dealer firms should have the ability to meet all of their financial obligations in dealing with the City of Beaumont. The firms, and individuals covering the City of Beaumont, should be knowledgeable and experienced in Public Agency investing and the investment products involved. No public deposit shall be made except in a qualified public depository as established by the established state laws. All financial institutions and
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broker/dealers who desire to provide investment management services for the City will be selected through a competitive bidding process.

At a minimum, any selected investment advisor/ manager will be required to provide evidence of all required licensure and/or certifications.

8.Beaumont's Investment Policy
The City on an annual basis submits a copy of the current investment policy to all financial institutions approved to do business with the City. Confirmation of receipt of this policy is considered evidence that the dealer has read and understands the City's investment policy and will recommend and execute only transactions suitable for and in compliance with the City's Investment Policy.

In selecting financial institutions for deposit or investment of City funds, the creditworthiness of the institutions will be considered. The City will continue to monitor financial institution's credit characteristics and financial history throughout the period in which City funds are deposited or invested.

9.Authorized Investments for the City
The City is authorized by California Government Code Section 53600, et.seq. to invest in specific types of securities. Section 43601 of the Government Code sets limits on the type investments that may be in the City portfolio. Refer to attachment A for allowable investment by State of CA.

The City Council may establish further limits on the types of securities in which the City may invest its idle cash. Any investment security (except investment of bond proceeds as explained in the next section) not listed below is not a valid investment for the City of Beaumont.

1. Local Agency Investment Fund (LAIF) Investments. LAIF is a special fund of the State of California Treasury that local agencies may use to deposit funds for investment. Investments by the State Treasurer for City funds in LAIF are authorized by the City Council.

State law prohibits LAIF from impounding any depositor's funds and prohibits the fund from ever declaring bankruptcy

2. United States Debt Obligations. These investments would include U.S. Government direct obligations such as Treasury bills, bonds, notes and other certificates of indebtedness where the full faith and credit of the United States are pledged for payment of principal and interest.

3. United States Agency Debt Obligations. These investments include obligations, participations or other instruments of, or issued by, a Federal Agency or a United States Government -Credit Bank (FFCB) or other obligations or other instruments issued by, or 4

fully guaranteed as to principal and by the Federal Home Loan Mortgage Corporation or the Federal National Mortgage Association (FNMA). While these U.S. Government debt issues are not backed by the full faith and credit of the United States, they do in fact have defacto backing from the Federal Government, and it would be most unlikely that the government would let any of these agencies default on its obligations.

4. Repurchase Agreements. These agreements would be limited to U.S. Government or its authorized Agencies' securities described in Number 2 and Number 3 above, provided that they are held less than a year.

5. Negotiable Certificates of Deposit (CD). A Certificate of Deposit (CD) is a time deposit with a specific maturity evidenced by a certificate. Certificates of Deposit must be issued through financial institutions insured by the Federal Deposit Insurance Corporation (FDIC), a federal agency of the United States Government that insures bank deposits up to $250,000 per account

6. Pass Book Savings Account Demand Deposits. Savings accounts are hereby approved by the Beaumont City Council provided they are maintained only with banks and savings and loan institutions which are insured by the Federal Deposit Insurance Corporation (FDIC), a federal agency of the United States Government that insures bank deposits up to $250,000 per account.

7. Overnight Repurchase Agreements. The City is authorized by the City Council to set up a "sweep account" and to enter into an overnight repurchase agreement with an authorized bank to sweep cash from its checking accounts and other appropriate accounts to earn overnight interest on funds in these funds.

8. State Obligations -CA and Others. The City is authorized by the City Council to purchase State Obligations that fall within the allowable limits of the State Government Code and within the objectives of the City of Beaumont's Investment Policy.

9. CA Local Agency Obligations. The City is authorized by the City Council to purchase CA Local Agency Obligations that fall within the allowable limits of the State Government Code and within the objectives of the City of Beaumont's Investment Policy.

10. Joint Powers Authority Pool. The City is authorized by the City Council to invest in Joint Powers Authority Pools as long as they meet the criteria within the State Government Code and within the objectives of the City of Beaumont's investment Policy and would require that statement 10 of this policy is followed prior to entrance into such investment pool.
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11. Money Market Mutual Funds. The City is authorized by the City Council to invest in Money Market Mutual Funds whose portfolios consist entirely of U.S. government securities and would require that statement 10 of this policy is followed prior to entrance into such mutual fund.

12. Commercial Paper -Pooled Funds. Commercial paper is a money- market security issued by large corporations to obtain funds to meet short-term debt obligations and is backed only by an issuing bank or company promise to pay the face amount on the maturity date specified on the note. It is usually sold at a discount of face value. State Government Code requires that only the highest letter and number rating by a nationally recognized statistical ratings organization are allowed.

13. CDARS Program. A CDARS program is a CD laddering portfolio that allows investing with a relationship institution for different maturity levels of CDs. Despite using multiple banks, the program will submit one statement which makes administration simple.

10.Investment Pools/Mutual Funds
A thorough investigation of the pool/fund is required prior to investing, and on a continual basis. There shall be a questionnaire developed which will answer the following general questions:

1. A description of eligible investment securities, and a written statement of investment policy and objectives.

2. A description of interest calculations and how it is distributed, and how gains and losses are treated.

3. A description of how the securities are safeguarded (including the settlement process), and how often the securities are priced and program audited.

4. A description of who may invest in the program, how often, what size deposit and withdrawal are allowed.

5. A schedule for receiving statements and portfolio listings.

6. Are reserves, retained earnings, etc. utilized by the pool/fund?

7. A fee schedule, and when and how is it assessed.

8. Is the pool/fund eligible for bond proceeds and/or will it accept such proceeds?

11.Investment of Bond Proceeds
The City directs the investment of proceeds in bonds or similar debt instruments issued as instructed in the bond indenture or similar investment documents. Bond proceeds are not eligible as a part of the City's pooled funds. Securities authorized by the bond indenture or similar investment documents that are not authorized by the City's Investment Policy will be considered approved when the bond 6

indenture or similar investment document is approved by the City Council. Bond reserve funds, escrow funds and any funds approved by the City Council may be invested in securities with maturity limits of five years or an appropriate longer period. The bond indenture shall provide any specific restrictions or limitations on either the nature or the duration of the investments, and should be the governing document.

12.Safekeeping and Custody

1. Custody. To protect against potential losses by the collapse of individual securities dealers, all securities owned by the City shall be held in safekeeping by a third -party bank trust department acting as agent for the City under the terms of a custody agreement executed by the bank and the City. No outside broker/dealer or advisor may have access to the City funds, accounts or investments, and any transfer of funds to or through an outside broker/dealer must be approved by the City Council.

2. Internal Control. A system of internal controls has been established to prevent losses of public funds arising from fraud, employee error, misrepresentation by third parties, or unanticipated changes in financial markets. Internal controls deemed most important include control of collusion, separation of transaction authority from accounting and record keeping, custodial safekeeping, avoid of physical delivery of securities, clear delegation of authority to subordinate staff members, written confirmation of transactions for investments and wire transfers and development of a wire transfer agreement with the lead bank and third -party custodian.

3. Delivery vs. Payment. All trades where applicable executed by delivery vs. payment (DVP) to ensure that securities are deposited in an eligible financial institution prior to the release of funds.

Securities are held by a third -party custodian as evidenced by safekeeping receipts.

13.Reporting
In accordance with Government Code Section 53646(8)(1), the City Treasurer shall submit to the Finance Committee a quarterly report that will then be taken to the City Council. The report shall include a complete description of the portfolio, the type of investments, the issuers, maturity dates, par values and the current market values of each component of the portfolio, including funds managed for the City of Beaumont by third party contract managers.

The report will also include the source of the portfolio valuation.

As specified in Government Code 53646(e), if all funds are placed in the Local Agency Investment Fund (LAIF), FDIC insured accounts 7

and/or county investment pool, the foregoing report elements may be replaced by copies of the latest statements from such institutions.

The report must also include a certification that (1) all investment actions executed since the last report have been in full compliance with the investment policy, and, (2) the City of Beaumont will meet its expenditures obligations within the cash flow needs.

14.Investment Policy Adoption and Review
The City's independent certified public accountants annually review and make recommendations regarding the City's investment policies to the City Manager and City Council. In accordance with Senate Bill 564 and Senate Bill 866, effective January 1, 1996, the City staff brings forward each year the City's Investment Policy for review by the City Council.

15.Glossary
Active investment management. An investment management strategy that involves the active trading of securities in an attempt to earn above -average returns on a portfolio. Active investment management requires frequent monitoring of financial markets with the investor taking positions on key market variables in an attempt to "beat" the market.

Arbitrage. The simultaneous purchase and sale of similar assets in order to profit from a price difference between the two assets, such as stocks, bonds, commodities, and currencies. In public finance, the term is commonly used to refer to the investment of bond proceeds in taxable instruments to increase investment income.

Arbitrage rebate. The federal government has imposed restrictions that prohibit an issuer from retaining arbitrage profits when investing bond proceeds at a yield that exceeds the yield on the bonds. The profit is rebated to the federal government.

Bankers' acceptance (BA). A draft or bill or exchange accepted by a bank or trust company. The accepting institution guarantees payment of the bill, as well as the issuer.

Benchmark. A benchmark is a composite of securities with specific characteristics such as credit, asset, and maturity. Investors can use a benchmark as a measure to compare the performance of their own portfolio.

Benchmarking. Benchmarking, also known as indexing, is a passive investment management approach in which an investor generally creates a portfolio that strives to achieve a return and risk profile similar to a benchmark or an index.

Certificate of deposit (CD). A time deposit with a specific maturity evidenced by a Certificate. Large -denomination CD's are typically negotiable.

Collateral. Underlying securities that are pledged to secure deposits of public funds. Also used in conjunction with repurchase agreements to protect the entity from default by the counterparty.

Coupon. (a.) The annual rate of interest that a bond's issuer promises to pay the bondholder on the bond's face value. (b) A certificate attached to 8

a bond evidencing interest due on a payment date.

Custody. The service of an organization, usually a financial institution, of holding (and reporting) a customer's securities for safekeeping. The financial institution is known as the custodian.

Delivery -versus -payment (DVP). A settlement procedure where payment for securities purchase is made simultaneously with the transfer of the purchased securities. The same procedure applies for a securities sale; the securities are transferred as payment is made.

This procedure ensures that funds are released upon receipt of securities, thus protecting the government's assets.

Derivative instrument. A security that derives its value from an underlying asset, group of assets, reference rate, or index value.

Some derivative instruments can be highly volatile and result in a loss of principal in changing interest rate environments.

Diversification. Dividing investment funds among a variety of securities offering different risk characteristics and independent returns to reduce risk in a portfolio.

Generally accepted accounting principles (GAAP). The criteria normally used by independent auditors to assess whether financial statements are "fairly presented."
Governmental Accounting Standards Board (GASB). The standard -setting body responsible for setting GAAP for state and local governments since 1984.

Leverage. Using borrowed funds for investment purposes or an attempt to increase the rate of return on a investment by buying securities on margin. This practice can be risky if interest rates rise or if investment yields are lower than expected.

Liquidity. A liquid asset is one that can be converted easily and rapidly into cash without a substantial loss of value. In the money market, a security is said to be liquid if the spread between bid and asked price is narrow and reasonable size can be done at those quotes. Local Government Investment Pool (LGIP): The aggregate of all funds from political subdivisions that are placed in the custody of the State Treasurer for investment and reinvestment.

Marking -to -market. The practice of valuing a security or portfolio according to its market value, rather than its cost or book value.

Market value. The price at which a security is trading and could presumably be purchased or sold.

Maturity. The date upon which the principal or stated value of an investment becomes due and payable.

Passive investment management. An investment strategy where securities are bought with the intention of holding them to maturity or to mimic a benchmark or an index with the goal of achieving an average market rate of return.

Portfolio. Collection of securities held by an investor.

Primary dealer. A primary dealer is a bank or securities broker - dealer that trades in the U.S. government securities with the Federal Reserve Bank of New York (FRBNY). It is through the FRBNY Open Market Desk that the Federal Reserve System ("Fed") implements monetary policy. A firm may become a primary dealer by meeting certain requirements, such as minimum capital adequacy standards. 9

Some governments only conduct investment transactions with primary dealers because of these capital standards.

Prudent person rule. An investment standard. In some states the law requires that a fiduciary, such as a trustee, may invest money only in a list of securities selected by the custody state -the so-called legal list.

In other states the trustee may invest in a security If it is one which would be bought by a prudent person of discretion and intelligence who is seeking a reasonable income and preservation of capital.

Rate of return. The amount of income received from an investment, expressed as a percentage. A market rate of return is the yield that an investor can expect to receive in the current interest -rate environment utilizing a buy -and -hold to maturity investment strategy.

Regional dealer. Regional dealers are also referred to as "secondary" or "non -primary" dealers. These are all the firms that are not designated as "primary". These firms do not trade directly with the FRBNY. Many firms, ranging in size, capitalization, as well as product focus, fall in this category.

Repurchase agreement (repo). A transaction in which a holder of securities sells those securities to an investor with an agreement to repurchase those securities for a fixed price at an agreed -upon date. A master repurchase agreement is a written contract governing all future transactions between the parties and seeks to establish each party's rights in the transactions.

Reverse repurchase agreement. The opposite of a repurchase agreement. The investor owns the securities or collateral and a bank or dealer temporarily exchanges cash for the collateral for a specified period of time at an agreed -upon interest rate.

Safekeeping. A procedure where securities are held by a third party acting as custodian for a fee.

Securities and Exchange Commission (SEC). The Securities and Exchange Commission is a U.S. government agency having primary responsibility for enforcing the federal securities laws and regulating the securities industry.

SEC Rule 15©3-1. See Uniform Net Capital Rule.

Securities lending. Similar to a reverse repurchase transaction.

Financial institutions offer to lend securities owned by institutional clients to brokers in exchange for collateral (typically cash), which is reinvested at a higher rate. The resulting proceeds are split between the client and the lending agent (financial institution).

STRIPS. Securities created by separating the principal and interest portions of bonds, such as 30 -year Treasuries, or pools of mortgage - backed securities.

Treasury Bills. A non -interest bearing discounted security issued by the U.S. Treasury to finance the national debt. Most bills are issued to mature in three months, six months, or one year.

Treasury Bonds. Long-term coupon -bearing discount security issued as direct obligations of the U.S. Government and having initial maturities from two to 10 years.

Total return. Interest income plus capital gains (or minus losses) 10

on an investment.

Uniform net capital rule. Securities and Exchange Commission requirement that member firms as well as nonmember broker -dealers in securities maintain a maximum ratio of indebtedness covers all money owed to a firm, including margin loans and commitments to purchase securities, one reason new public issues are spread among members of underwriting syndicates.

Liquid capital includes cash and assets easily converted into cash.

Yield. The percentage return on an investment; also called return.

There are several yield calculations that can be made, such as yield to maturity, the promised return assuming all interest and principal payments are made and reinvested at the same rate taking into account price appreciation (if priced below par) or depreciation (if priced above par), or yield to call, the yield an investor will receive if the security is called prior to maturity.

EXHIBIT A - ALLOWABLE INVESTMENT INSTRUMENTS PER STATE
GOVERNMENT CODE (AS OF JANUARY 1, 2020) APPLICABLE TO ALL LOCAL 11

AGENCIES

INVESTME
TYRE

MAXIMUM

PECIFIED
%
ORTFOLIO°

1. IMINIMUM
QUA
• UI • m
GOVT
CODE

SECTIONS
Local Agency Bonds
6 years
None
None
53601(a)
U.S_ Treasury Obligations
5 years
None
None
536010
State Obftgations—
CA And Others
5years
None
None
53601(d)
CA Local Agency 5
Obligations
years
None
None
53601(e)
US Agency Obligations
5 years
None
None
63801(1)
Bankers` Acne ptences
130 days
40KF
None
53601(g)
Commercial Paper—
Non -Pooled Funds'
270 days
or less
25% of the
agenc•/s moneys
Highest leiter end number
ra'ing Iran NRSRO'
63601(hp(2){C)
Commercial Paper—
Pooled Funds'
270 days
or less
40% of the
agency's moneys
Highest fetter and number
rating byan NRSRO'
53636(6)(1)
Negotiable Certificates
of Deposit
Non-negotiable
Certificates of Deposit
6 years
5 years
30°+c'
None
None
None
63601(i)
63630 et seq.

Placement Service
Deposits
5 years
6"
€Y43
None
53601.8 and
63636.3
Placement Service
Certificates of Deposit
years
5045
None
53601.8 and
63635.3
53635.3
Repurchase Agreements
1 year
92 daj&-
5 years
or Sass
None
None
None'
"A' rating category or its
equivalent or better
63601(j)
Reverse Repurchase
Agreements and Securities
Lending Agreements
IhvSediuro-Term Notes y
20'ao of the base
value of the
portfolio
303"
63601{ )
53601(k)
Mutual Funds And Money
Market Mutual Funds
NIA
203
Multiples
53601(1) and
63601.6(x)
Collateralized Bank
deposits°
5 years
years
a ass
N/A
None
20'3
None
oiy or
its qutvsienV rating otar�txet6er
53630 yet seq.
and 53601{n}
Adage Pass -Through
andAaset-Bac'Ieed
Seourifies
53601{o)
County Pooled
Investment Funds
None
None
27133
Joint Powers Authority Pool
N/A
None
Multiples
63601(p)
Local Agency Investment
Fund (LAin
N/A
None
Nona
None
16429.1
Voluntary Investment
Program Fund*
N/A
None
16340
Supranational Obligations'
S years
or less
3045
'AA" rating oategaryar
ft equivalent or better
53601(q)
Public Bank Obligations
5 years
None
None
63601(r),
53635(c) and
67603
12

EXHIBIT "D"

INSURANCE DOCUMENT FROM CONTRACTOR
(insert behind this page)

PUBLTRU-01 MFITZ
ACORO'

CERTIFICATE OF LIABILITY INSURANCE

DATE (MMIDD/YYYY)
1/4/2021

PRODUCER
Rust Insurance Agency, LLC
1510 H Street NW
5th Floor
Washington, DC 20005

INSURED
Public Trust Advisors, LLC
717 17th Street Suite 1625 and 1850
Denver, CO 80202

COVERAGES
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

NAME ACT Meghan Fitzsimmons

PHONE FAX
(A/C, No, Ext): (202) 776-5015 AIC, No):

EI DRESS: [email protected]

INSURER(S) AFFORDING COVERAGE
INSURER A :Continental Casualty Company
INSURER B: Transportation Insurance Co. (CNA)
INSURER C : St. Paul Mercury Insurance Co.

INSURER D : Twin City Fire Insurance Co.

INSURER E :

INSURER F :

CERTIFICATE NUMBER: REVISION NUMBER:

NAIC
20443
20494
24791
29459

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR

TYPE OF INSURANCE

A COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE L• OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO- LOC
JECT
OTHER:

A AUTOMOBILE LIABILITY

ANY AUTO

OWNED SCHEDULED

AUTOS ONLY AUTOS
X AUTOS ONLY x AUTOS ONEY

A X UMBRELLA LIAB X OCCUR

EXCESS LIAB
DED X RETENTION $

CLAIMS -MADE
10,000

ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP

INS) WV) IMM/DDIYYYY) (MM(DD/YYYYJ

B WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY

ANY PROPRIETOR/PARTNERJEXECUTIVE
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
C Errors & Omissions
D Excess Professional
YIN
N/A
6045362937 1/1/2021 111/2022
6045362937
6045362971
6050517919
106654286
42DCO288129
LIMITS

EACH OCCURRENCE

DAMAGE TO RENTED
PREMISES (Ea occurrence)
MED EXP Any one person)
PERSONAL 8 ADV INJURY

GENERAL AGGREGATE

PRODUCTS - COMP/OP AGG
1,000,000
300,000
10,000
1,000,000
2,000,000
2,000,000

COMBINED SINGLE LIMIT
(Ea accident) $
1/1/2021 1/1/2022 BODILY INJURY (Per person) $
BODILY INJURY (Per accident) $

PROPERTY DAMAGE
(Per accident) $
1/1/2021
5 1,000,000

EACH OCCURRENCE
1/1/2022 AGGREGATE
1/1/2021 1/1/2022

X STATUTE ERH
E.L. EACH ACCIDENT $
E.L. DISEASE - EA EMPLOYEE $
E.L. DISEASE - POLICY LIMIT $
4,000,000
4,000,000
1,000,000
1,000,000
1,000,000
1/1/2021 1/1/2022 $500,000 Retention
1/1/2021 1/1/2022
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EPLI Liability: $1,000,000/$150,000 Deductible
Fiduciary Liability: $1,000,000/$5,000 Deductible
D&O Liability: $10,000,000!$500,000 Deductible
Crime: $1,000,000/$25,000 Deductible
Cyber: $5,000,000/$75,000 Deductible

CERTIFICATE HOLDER

CANCELLATION

EVIDENCE OF INSURANCE
10,000,000
10,000,000

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
P��CJe 275 of 58� © 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD name and fo o are reglstere marks of ACORD

City of Beaumont Contract Number:

C22-86

FIRST AMENDMENT TO AGREEMENT FOR INDEPENDENT CONTRACTOR

THIS FIRST AMENDMENT TO AGREEMENT OF SERVICES BY INDEPENDENT CONTRACTOR ("Amendment") is made and effective as of the 20th day of February, 2024 by and between the CITY OF BEAUMONT ("CITY"), a general law city, and Public Trust Advisors, LLC, a Colorado Limited Liability Company (hereinafter called "CONTRACTOR") in consideration of the mutual promises and purpose contained herein, the parties agree as follow:

RECITALS
This Amendment is made with respect to the following facts and purpose that the parties agree are true and correct:

A. On February 16th, 2021, CITY and CONTRACTOR entered into that certain agreement entitled "Agreement for Professional Service by Independent Contractor ("Agreement") to provide Investment Advisory Services.

B. On December 5, 2023, the City Council authorized the City Manager to sign an Assignment Consent Letter for Public Trust Advisors, LLC ownership structure change.

AMENDMENT
Section 1. Term of Agreement in accordance with Section 1 of the Agreement, the parties agree to extend the term of the Agreement by two (2) years. Notwithstanding anything in this Agreement to the contrary, this Agreement shall automatically terminate February 17, 2026, unless earlier terminated by the parties in accordance with the Agreement or extended by the parties of the Agreement is hereby amended as follows:

CONTRACTOR agrees to provide the services ("Services") as follows: Investment Advisory Services ("Services") per Exhibit "A" dated February 16, 2021 and any other services which the City may request in writing. All Services shall be performed in the manner and according to the timeframe set forth in the Proposal. CONTRACTOR designates Tom Tight as CONTRACTOR's professional responsible for overseeing the Services provided by CONTRACTOR. Services provided by the Contractor are also guided by the standards of care detailed in Exhibit B to this contract.

The recitals to this Amendment are deemed incorporated herein by this reference. All other terms of the Agreement not expressly amended by this Amendment shall remain in full force and effect.

IN WITNESS WHEREOF, the parties hereby have made and executed this Amendment to be effective as of the day and year first above -written.

City of Beaumont Contract Number:

C22-86

SIGNATURE PAGE TO FIRST AMENDMENT TO AGREEMENT FOR

SERVICES BY INDEPENDENT CONTRACTOR

CITY OF BEAUMONT
CITY: CONTRACTOR:

CITY OF BEAUMONT PUBLIC TRUST ADVISORS, LLC
(PTU)
By: By:

David Fenn, Mayor
Print Name:

Title:

City of Beaumont Contract Number:

C22-86
EXHIBIT "A"

PROPOSAL

BEAUMONT
- C !� 1 1 0 R N A
Staff Report
TO: City Council
FROM: Kari Mendoza, Administrative Services Director
DATE February 20, 2024
SUBJECT: Declaration of Surplus Property
Description Approve the disposal and/or auction of surplus property.

Background and Analysis:

The Beaumont Municipal Code Chapter 3.03.010 specifically states, in part, that the duties of staff include the disposition of personal property in any lawful manner provided that the disposition is for the common benefit of the City's residents and that a formal declaration shall not be required.

Attached is a current list of equipment and items that have exhausted their lifespan and usefulness.

Disposal of surplus property will be made in the most economical and practical manner available, including, if required, the use of appropriate hazardous waste handlers.

Fiscal Impact:

Funds received from auction of equipment and/or items will be deposited into their respective funds.

The estimated cost to prepare this report is $150.00.

Recommended Action:

Approve disposal and/or auction of identified City surplus property.

Attachments:

A. Surplus Report

BEAUMONT
_CALIFORNIA_
Property Surplus Report
Vehicle Surplus
Department VIN Unit no. License Plate Make Model Year
Transit
1FDFE4FS3ADB01776 2825 1291486 FORD E450 2010
Transit
1FDFE4FS2ADB01817 2824 1291485 FORD E450 2010

BEAUMONT
- C !� 1 1 0 R N A
Staff Report
TO: City Council
FROM: Robert L Vestal, Public Works Director
DATE February 20, 2024
SUBJECT: Storm Water Management Facilities Covenant and Agreement Description Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Plot Plan (PW2023-1041), Ziggi's Coffee
Background and Analysis:

On October 25, 2002, the City of Beaumont joined the County of Riverside and other local agencies as Co-Permittees to the municipal separate storm sewer system ("MS4") National Pollutant Discharge Elimination System (NPDES) permit for the Santa Ana River Watershed as described in the California Regional Water Quality Control Board Santa Ana Region Order No. R8-2002-0011, NPDES No. CAS 618033, and subsequent permits. The order regulates discharge of Urban Runoff from MS4's within Riverside County under the jurisdiction and maintenance responsibility of the co-permitees.

Subsequent to the order, the City of Beaumont is responsible for implementing Water Quality Management Plan (WQMP) requirements for new and significant redevelopment projects through review and approval. Each site specific WQMP addresses post - construction impacts associated with urban runoff through identifying pollutants of concern, implementing site design best management practices (BMPs), implementing source control BMPs, and designing and implementing treatment control BMPs. All projects that are subject to the WQMP requirements are conditioned at entitlement to have an approved WQMP prior to grading permit.

The City of Beaumont is also responsible for ensuring that the landowner maintains the BMPs throughout the life of the project. All projects that are subject to the WQMP requirements are conditioned at entitlement to record a Storm Water Management Facilities Covenant and Agreement (Covenant) prior to grading permit. Through the Covenant, the owner recognizes the importance of maintaining the BMPs and accepts the financial and maintenance responsibility. Additionally, the Covenant grants the City of Beaumont the right to inspect, test, and correct any deficient BMPs.

The project has submitted a WQMP that has been reviewed and approved by City staff and is requesting the City Council approve the following Covenant:

Project
Owner(s) PW Number
Ziggi's Coffee Beaumont Equity Group PW2023-1041
LLC
Fiscal Impact:

The cost to prepare this staff report is estimated to be $350. The City is not liable for maintenance of any of the BMP's associated with the listed project.

Recommended Action:

Authorize the City Manager to Approve the Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Plot Plan (PP2023-1041), Ziggi's Coffee.

Attachments:

A. PW2023-1041 Covenant Package

Recording requested by and mail to:

City Clerk
City of Beaumont
550 E. Sixth Street
Beaumont, CA 92223
p[�6[�OtiC
.JAN,2 91014
By L Y

SPACE ABOVE THIS LINE FOR RECORDER'S USE
EXEMPT FROM RECORDER'S FEES PURSUANT TO GOVERNMENT CODE SECTION 6103 AND 27383 APN: 418-290-023
between

STORM WATER MANAGEMENT WQMP/BMP FACILITIES
COVENANT AND AGREEMENT NO.

City of Beaumont. Riverside County. California
GREEMENT is made and entered into this of 20_, by and
/l
("Owner"), and the City of Beaumont, California, ("City").

The Owner hereby certifies I am (we are) the sole owner of certain real property located at 311 EAST 1ST STREET (Site Address) in the City of Beaumont, County of Riverside, State of California, more specifically described in Exhibit "A" and depicted in Exhibit "B" ("Property").

The Owner covenants and agrees to comply with the Project Water Quality Management Plan ("WQMP"), attached hereto as Exhibit "C", providing for storm water quality treatment within the confines of the Property.

The Owner covenants and agrees that the health, safety and welfare of the residents of the City of Beaumont, require that the Best Management Practice ("BMP") facilities, more specifically described in the WQMP ( for example bio- swales, catch basins, roof drains and appurtenances) be constructed and maintained to minimize pollutants in urban runoff by the Owner.

The Owner further covenants and agrees as follows:

1. The on -site storm water managementBMP facilities mentioned above shall be constructed by the Owner at its sole cost and expense, in accordance with the plans and specifications identified in the WQMP approved by City.

2. The Owner shall adequately maintain the storm water managementBMP facilities in a manner assuring peak performance at all times, including source control BMPs at all times as its sole responsibility, at its sole cost and expense. This includes all pipes and channels built to convey storm water on the Property, including catch basin inserts, underground detention ponds, swales and vegetation provided to control the quantity and quality of the 1

storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing in accordance with their design functions continuously at all times.

3. The Owner shall annually inspect the storm water management/BMP facilities mentioned above and submit an inspection report annually to the Public Works Department by the anniversary of the date of this Agreement of each year. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the storm water management BMPs listed in the WQMP such as bioswales, catch basins and related filter units, etc. Deficiencies shall be noted in the inspection report and corrected by Owner promptly.

4. The Owner hereby grants permission to City, its authorized agents and employees, to enter upon the Property and to inspect the storm water management/BMP facilities, take samples and perform testing whenever the City deems necessary and as required by the City's most current National Pollutant Discharge Elimination System (NPDES) Permit. The purpose of the inspection, testing and sampling is to follow up on apparent and reported deficiencies and/or to respond to citizen complaints and meet the requirements of the City's NPDES Permit issued by the State Water Resources Control Board— Santa Ana River Region. The City shall provide the Owner with advanced notice of entering upon the Property, except in the event of an emergency, as determined by the City. The City shall provide the Owner copies of the inspection findings and a directive to commence with the repairs if necessary.

Owner or Owner's successors or assigns shall pay City for all costs incurred by City in the inspection, sampling, testing of the BMPs within thirty (30) calendar days of City invoice.

5. In the event the Owner fails to maintain the storm water management/BMP facilities in good working condition acceptable to the City, upon five (5) days advanced written notice, the City may enter upon the Property and take whatever steps necessary to correct deficiencies identified in any inspection report and to charge the costs of such repairs to the Owner the cost of which shall constitute a lien against the Property. In the event of an emergency, as determined by City, advanced notice as aforesaid, shall not be required. Notwithstanding the forgoing, it is expressly understood and agreed that the City is under no obligation to maintain or repair said facilities, and in no event shall this Agreement be construed to impose any such obligation to the City.

6. The Owner will perform the work necessary to keep these facilities in good working order as appropriate. The maintenance schedule for the storm water management BMP facilities (including sediment removal) is outlined in the approved WQMP and the schedule must be followed at all times. In the future, City of Beaumont may adopt an annual Stormwater Inspection Fee that would be assessed to the Owner.

7. In the event the City, pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials and the like, the Owner, its successors and assigns shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder.

8. This Agreement imposes no liability of any kind whatsoever on the City. Owner agrees to indemnify, defend (with counsel reasonably approved by the City) and hold harmless the City and its authorized officers,

9. employees, agents and volunteers from any and all claims, actions, losses, damages, and/or liability arising out of this Agreement from any cause whatsoever, including the acts, errors or omissions of any person and for any costs or expenses incurred by the City on account of any claim except where such indemnification is prohibited by law. This indemnification provision shall apply regardless of the existence or degree of fault of indemnitees. The Owner's indemnification obligation applies to the City's "active" as well as "passive" negligence but does not apply to the City's "sole negligence" or "willful misconduct" within the meaning of Civil Code Section 2

2782, or to any claims, actions, losses, damages, and/or liabilities, to the extent caused by the acts or omissions of any third party contractors undertaking any work (other than field inspections) or other maintenance on the Property on behalf of the City under this Agreement.

10. This Agreement shall be recorded with the County Recorder for the County of Riverside and shall constitute a covenant running with the land, equitable servitude and lien against the Property, and shall be binding on the Owner, its successors, assigns, transferees, administrators, executors, heirs, encumbrancers and any other successors in interests, including any homeowner's association.

11. In addition to any remedy available to City under this Agreement, if Owner violates any term of this Agreement and does not cure the violation within the time already provided in this Agreement, or, if not provided, within thirty (30) calendar days, or within such time authorized by the City if said cure reasonably requires more than the subject time, the City may bring an action at law or in equity in a court of competent jurisdiction to enforce compliance by the Owner with the terms of this Agreement. In such action, the City may recover any damages to which the City may be entitled for the violation, enjoin the violation by temporary or permanent injunction without the necessity of proving actual damages or the inadequacy of otherwise available legal remedies, or obtain other equitable relief, including, but not limited to, the restoration of the Property and/or the BMPs identified in the WQMP to the condition in which it/they existed prior to any such violation or injury.

12. Owner shall provide printed educational materials with any sale of the Property which provide information on what storm water management facilities are present, the types and locations of maintenance signs that are required and how the necessary maintenance can be maintained.

13. Owner shall provide actual notice of this Agreement and its terms to any respective buyers or successor(s) in interest.

14. In order to be valid, amendment or change to this Agreement including the WQMP and BMPs requires an amendment executed by the City and Owner which is recorded with the Riverside County Recorder.

WITNESS the following signatures:

OWNER:

By: By:

Name: Gl 1, Name:

Title: ` vuet_ Title:

Organization: Q
V
c•
Vc(P LLC
Organization:
3

City:

CITY OF BEAUMONT
a Municipal Corporation
Signature:

City Manager
ATTEST:

City Clerk
APPROVED AS TO FORM:

John Pinkney, City Attorney
APPROVED AS TO CONTENT:
02/06/2024
Robert Vestal Director of Engirt
ring/Public Works
All signatures on this Agreement on behalf of the Owner must be acknowledged before a Notary Public. In the event that the owner is a corporation, the President/Vice President and the corporate secretary of the corporation must sign. 4

A notary public or other officer completing this certificate verifies only the identity oft the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
1-1(4449r%
r %
State ofd
County o13iyerside
Cord(
On
202(1 , 20-141, j, before me, j�C k b g -
e
ok_ prro
, notary public,
personally appeared �F € !:I _ who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

ALANA DEVINE PORFIRIO

OFFICIAL SEAL
Notary Public, State of Illinois
My Commission Expires
May 13, 2026
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Riverside
On , 2019, before me, , notary public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: _ (Seal)
5

EXHIBIT "A"

LEGAL DESCRIPTION
PARCEL 7 OF PARCEL MAP NUMBER 35611 IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOCATED IN SECTION 10, TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN, AS SHOWN ON MAP FILED IN BOOK 223, PAGES 93 THROUGH 95 INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

TOGETHER WITH:

THAT PORTION OF PARCEL 6 OF SAID PARCEL MAP DESCRIBED AS FOLLOWS:

PARCEL B AS SHOWN ON LOT LINE ADJUSTMENT 08—LLA-005 IN THE CITY OF BEAUMONT PER DOCUMENT # 2009-0082863, RECORDED 2/20/2009.

CONTAINING 0.99 ACRES MORE OR LESS.

SUBJECT TO COVENANTS, CONDITIONS, RESERVATIONS, RESTRICTIONS, RIGHTS —OF —WAYS, AND ANY/ALL EASEMENTS OF RECORD.

APN: 418-290-023
7

EXHIBIT "B"

DIAGRAM OF PROPERTY
-EAS-T 1 -ST- STREET
APN 418-290-009
APN 418-290-016'
8 rI
APN 418-290-014
O'O
iAPN -418-290-015

Project Specific Water Quality Management Plan
A Template for Projects located within the Santa Ana Watershed Region of Riverside County Project Title: ZIGGI'S COFFEE - EAST 1ST STREET
Development No: Parcel 7 of Parcel Map No. 35611 - City of Beaumont Design Review/Case No: PW2022-0886
Contact Information:
® Preliminary
❑ Final
Original Date Prepared: March 30, 2022
Revision Date(s): August 3, 2022
September 9, 2022
Prepared for Compliance with
Regional Board Order No. R8-2010-0033
Template revised June 30, 2016
-1-
Approved
NV5
09/23/2022
Please provide all signatures
on certification page
Prepared for:

Beaumont Gateway Plaza, LLC
3419 Via Lido #641
Beaumont, CA 92663
PH: (909) 229-0125
Prepared by:

Sitetech, Inc.
8061 Church Street
P.O. Box 592
Highland, CA 92346
PREPARER: BERNIE MAYER
PH: (909) 863-3180

A Brief Introduction
This Project -Specific WQMP Template for the Santa Ana Region has been prepared to help guide you in documenting compliance for your project. Because this document has been designed to specifically document compliance, you will need to utilize the WQMP Guidance Document as your "how-to" manual to help guide you through this process. Both the Template and Guidance Document go hand -in -hand, and will help facilitate a well prepared Project -Specific WQMP. Below is a flowchart for the layout of this Template that will provide the steps required to document compliance.

Section A
Project and Site
Information
Section F
Hydromodification
Section B Section C
Optimize Site
Delineate Drainage
Utilization
Management Areas
(DMAs)
Section E
Alternative
Compliance
Section G Section H
Source Control Construction Plan
BMPs Checklist
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Section D
Implement LID
BMPs
Section 1
Operation,
Maintenance, and
Funding

OWNER'S CERTIFICATION
This Project -Specific Water Quality Management Plan (WQMP) has been prepared for BEAUMONT GATEWAY PLAZA, LLC by SITETECH INC. for the ZIGGI'S COFFEE - EAST 1ST STREET project.

This WQMP is intended to comply with the requirements of CITY OF BEAUMONT for ORDINANCE NO. 14.08 and per COUNTY OF RIVERSIDE for ORDINANCE NO. 754.2 which includes the requirement for the preparation and implementation of a Project -Specific WQMP.

The undersigned, while owning the property/project described in the preceding paragraph, shall be responsible for the implementation and funding of this WQMP and will ensure that this WQMP is amended as appropriate to reflect up-to-date conditions on the site. In addition, the property owner accepts responsibility for interim operation and maintenance of Stormwater BMPs until such time as this responsibility is formally transferred to a subsequent owner. This WQMP will be reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and service contractors, or any other party (or parties) having responsibility for implementing portions of this WQMP. At least one copy of this WQMP will be maintained at the project site or project office in perpetuity. The undersigned is authorized to certify and to approve implementation of this WQMP. The undersigned is aware that implementation of this WQMP is enforceable under CITY OF BEAUMONT Water Quality Ordinance (Municipal Code Section 14.08).
"I, the undersigned, certify under penalty of law that the provisions of this WQMP have been reviewed and accepted and that the WQMP will be transferred to future successors in interest." Owner's Signature Date
Owner's Printed Name

PREPARER'S CERTIFICATION
Owner's Title/Position
"The selection, sizing and design of stormwater treatment and other stormwater quality and quantity control measures in this plan meet the requirements of Regional Water Quality Control Board Order No. R8-2010-0033 and any subsequent amendments thereto."
ture
SEPTEMBER 9, 2022
Date
BERNHARD K. MAYER PRESIDENT
Preparer's Printed Name
Preparer's Licensure:

NO. 36866
Exp. 6-30-24
ClV\L
F °F CAO�
-3-
Preparer's Title/Position

Table of Contents
Section A: Project and Site Information 6
A.1 Maps and Site Plans 7
A.2 Identify Receiving Waters 7
A.3 Additional Permits/Approvals required for the Project: 8 Section B: Optimize Site Utilization (LID Principles) 9 Section C: Delineate Drainage Management Areas (DMAs) 11 Section D: Implement LID BMPs 13
D.1 Infiltration Applicability 13
D.2 Harvest and Use Assessment 14
D.3 Bioretention and Biotreatment Assessment 16
D.4 Feasibility Assessment Summaries 17
D.5 LID BMP Sizing 18
Section E: Alternative Compliance (LID Waiver Program) 19 E.1 Identify Pollutants of Concern 20
E.2 Stormwater Credits 21
E.3 Sizing Criteria 21
E.4 Treatment Control BMP Selection 22
Section F: Hydromodification 23
F.1 Hydrologic Conditions of Concern (HCOC) Analysis 23 F.2 HCOC Mitigation 24
Section G: Source Control BMPs 25
Section H: Construction Plan Checklist 28
Section 1: Operation, Maintenance and Funding 29
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List of Tables
Table A.1 Identification of Receiving Waters 7
Table A.2 Other Applicable Permits 8
Table C.1 DMA Classifications 11
Table C.2 Type 'A', Self -Treating Areas 11
Table C.3 Type 'B', Self -Retaining Areas 11
Table C.4 Type 'C', Areas that Drain to Self -Retaining Areas 11 Table C.5 Type 'D', Areas Draining to BMPs 12
Table D.1 Infiltration Feasibility 13
Table D.2 LID Prioritization Summary Matrix 17
Table D.3 DCV Calculations for LID BMPs 18
Table E.1 Potential Pollutants by Land Use Type 20
Table E.2 Water Quality Credits 21
Table E.3 Treatment Control BMP Sizing 21
Table E.4 Treatment Control BMP Selection 22
Table F.1 Hydrologic Conditions of Concern Summary 23
Table G.1 Permanent and Operational Source Control Measures 25 Table H.1 Construction Plan Cross-reference 28
List of Appendices
Appendix 1: Maps and Site Plans 30
Appendix 2: Construction Plans 31
Appendix 3: Soils Information 32
Appendix 4: Historical Site Conditions 33
Appendix 5: LID Infeasibility 34
Appendix 6: BMP Design Details 35
Appendix 7: Hydromodification 36
Appendix 8: Source Control 37
Appendix 9: O&M 38
Appendix 10: Educational Materials - 39 -
-5-

Section A: Project and Site Information

PROJECT INFORMATION
Type of Project: Commercial
Planning Area: CC - Commercial Community
Community Name: Beaumont
Development Name: Ziggi's Coffee - East 1st Street

PROJECT LOCATION
Latitude & Longitude (DMS): 33.68450°, -117.36706°
Project Watershed and Sub -Watershed: Santa Ana River Watershed & San Jacinto River Subwatershed Gross Acres: 0.99
APN(s): 418-290-023
Map Book and Page No.: Roadbook Map, pg. no. 92

PROJECT CHARACTERISTICS
Proposed or Potential Land Use(s) Eating Place - Coffee Proposed or Potential SIC Code(s) 5812
Area of Impervious Project Footprint (SF) 20,380
Total Area of proposed Impervious Surfaces within the Project Footprint (SF)/or Replacement 7,099 Does the project consist of offsite road improvements? ❑ Y EN Does the project propose to construct unpaved roads? ❑ Y EN Is the project part of a larger common plan of development (phased project)? ❑ Y EN

EXISTING SITE CHARACTERISTICS
Total area of existing Impervious Surfaces within the Project limits Footprint (SF) 13,281 Is the project located within any MSHCP Criteria Cell? ❑ Y EN If so, identify the Cell number:

Are there any natural hydrologic features on the project site? ❑ Y EN Is a Geotechnical Report attached? ❑ Y EN
If no Geotech. Report, list the NRCS soils type(s) present on the site (A, B, C and/or D) A What is the Water Quality Design Storm Depth for the project? 0.834 Beaumont Gateway Plaza, LLC proposes to develop 0.99 acres of existing partially developed land in the City of Beaumont, CA. The site project is located on the south side of East 1st Street, approximately 0.38 miles south of Interstate -10. The project proposes to construct of a new building, portland cement concrete pavement, curbs, gutters and ornamental landscaping. Additional improvements will include striping for parking and an infiltration basin. No public improvements proposed for this development.

This 0.99 acre development is a parcel (Parcel 7 and portion of Parcel 6) of a subdivision of existing APN 418-290-023 as shown on Parcel Map No. 35611. The proposed site can be broken down one distinct drainage management area, DMA -1. DMA -1 consists of the full disturbed area of the development and includes the underground infiltration chambers that will be used to treat the stormwater runoff produced in DMA 1. Stormwater generated from DMA 1 will sheet flow southerly and concentrated via curbs and gutters where stormwater will be directed to a drainage inlet that connect to the underground storage chambers.
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A.1 Maps and Site Plans
When completing your Project -Specific WQMP, include a map of the local vicinity and existing site. In addition, include all grading, drainage, landscape/plant palette and other pertinent construction plans in Appendix 2. At a minimum, your WQMP Site Plan should include the following:
• Drainage Management Areas • Source Control BMPs
• Proposed Structural BMPs • Buildings, Roof Lines, Downspouts • Drainage Path • Impervious Surfaces
• Drainage Infrastructure, Inlets, Overflows • Standard Labeling • BMP Locations (Lat/Long)
Use your discretion on whether or not you may need to create multiple sheets or can appropriately accommodate these features on one or two sheets. Keep in mind that the Co-Permittee plan reviewer must be able to easily analyze your project utilizing this template and its associated site plans and maps.

A.2 Identify Receiving Waters
Using Table A.1 below, list in order of upstream to downstream, the receiving waters that the project site is tributary to. Continue to fill each row with the Receiving Water's 303(d) listed impairments (if any), designated beneficial uses, and proximity, if any, to a RARE beneficial use. Include a map of the receiving waters in Appendix 1.

Table A.1 Identification of Receiving Waters
Receiving Waters
EPA Approved 303(d) List
Impairments
Designated
Beneficial Uses
Proximity
to RARE
Beneficial
Use
San Timoteo Creek,
Reach 3
None
GWR, REC1, REC2,

WARM, WILD
None
San Timoteo Creek,
Reach 2
None
GWR, REC1, REC2,

WARM, WILD
None
San Timoteo Creek,
Reach 1
None
GWR, REC1, REC2,

WARM, WILD
None
San Ana River, Reach 5
None

AGR, GWR, MUN, RARE,
REC!, REC2, WARM,
WILD
None
San Ana River, Reach 4
None
GWR, REC1, REC2,

WARM, WILD
None
San Ana River, Reach 3
None
GWR, REC1, REC2,

WARM, WILD
None
Prado Dam
pH
RARE, REC1, REC2,

WARM, WILD
None
Santa Ana River, Reach 2
Indicator Bacteria

AGR, GWR, RARE,
REC1, REC2, WARM,
WILD

21.5±
Miles
Santa Ana River, Reach 1
None
BIOL, REC1, WARM,
REC2, WILD
None
Pacific Ocean
None
None
None
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A.3 Additional Permits/Approvals required for the Project:

Table A.2 Other Applicable Permits
Agency
Permit Required
State Department of Fish and Game, 1602 Streambed Alteration Agreement ❑ Y
/1 N
State Water Resources Control Board, Clean Water Act (CWA) Section 401 Water Quality Cert. ❑ Y
/1 N
US Army Corps of Engineers, CWA Section 404 Permit
❑ Y
r N
US Fish and Wildlife, Endangered Species Act Section 7 Biological Opinion ❑ Y
/1 N
Statewide Construction General Permit Coverage
❑ N
1/ Y
Statewide Industrial General Permit Coverage (Dependent on Tenant) ❑ Y
a N
Western Riverside MSHCP Consistency Approval (e.g., JPR, DBESP) ❑ Y
a N
Other (please list in the space below as required)
City of Beaumont Grading Permit
❑ N
Y
Other (please list in the space below as required)
City of Beaumont Building Permit
❑ N
Y
If yes is answered to any of the questions above, the Co-Permittee may require proof of approval/coverage from those agencies as applicable including documentation of any associated requirements that may affect this Project -Specific WQMP. -8-

Section B: Optimize Site Utilization (LID Principles)
Review of the information collected in Section 'A' will aid in identifying the principal constraints on site design and selection of LID BMPs as well as opportunities to reduce imperviousness and incorporate LID Principles into the site and landscape design. For example, constraints might include impermeable soils, high groundwater, groundwater pollution or contaminated soils, steep slopes, geotechnical instability, high -intensity land use, heavy pedestrian or vehicular traffic, utility locations or safety concerns.

Opportunities might include existing natural areas, low areas, oddly configured or otherwise unbuildable parcels, easements and landscape amenities including open space and buffers (which can double as locations for bioretention BMPs), and differences in elevation (which can provide hydraulic head).

Prepare a brief narrative for each of the site optimization strategies described below. This narrative will help you as you proceed with your LID design and explain your design decisions to others.

The 2010 Santa Ana MS4 Permit further requires that LID Retention BMPs (Infiltration Only or Harvest and Use) be used unless it can be shown that those BMPs are infeasible. Therefore, it is important that your narrative identify and justify if there are any constraints that would prevent the use of those categories of LID BMPs. Similarly, you should also note opportunities that exist which will be utilized during project design. Upon completion of identifying Constraints and Opportunities, include these on your WQMP Site plan in Appendix 1.

Consideration of "highest and best use" of the discharge should also be considered. For example, Lake Elsinore is evaporating faster than runoff from natural precipitation can recharge it. Requiring infiltration of 85% of runoff events for projects tributary to Lake Elsinore would only exacerbate current water quality problems associated with Pollutant concentration due to lake water evaporation. In cases where rainfall events have low potential to recharge Lake Elsinore (i.e. no hydraulic connection between groundwater to Lake Elsinore, or other factors), requiring infiltration of Urban Runoff from projects is counterproductive to the overall watershed goals. Project proponents, in these cases, would be allowed to discharge Urban Runoff, provided they used equally effective filtration -based BMPs.

Site Optimization
The following questions are based upon Section 3.2 of the WQMP Guidance Document. Review of the WQMP Guidance Document will help you determine how best to optimize your site and subsequently identify opportunities and/or constraints, and document compliance.

Did you identify and preserve existing drainage patterns? If so, how? If not, why? Yes. Existing stormwater runoff generally flows from north to south at average grades of 1% to 3%. The proposed drainage will hold the general drainage pattern by capturing runoff at the existing low point of the development.

Did you identify and protect existing vegetation? If so, how? If not, why? Yes. The existing site conditions inludes approximately 29.8% of impervious area. The existing vegetated landscaped areas will be preserved and the proposed vegetation will be increased for this development.
-9-

Did you identify and preserve natural infiltration capacity? If so, how? If not, why? Yes. Natural infiltration capacity will be implemented by using proposed landscaping as self - treating areas and capturing and treating stormwater through underground storage chamber infiltration.

Did you identify and minimize impervious area? If so, how? If not, why? Yes. The drive aisles, drive-thru and parking stalls are designed to minimim width and length requirements. The proposed development will increase the overall pervious area from 13,281 square -feet to 20,380 square -feet.

Did you identify and disperse runoff to adjacent pervious areas? If so, how? If not, why? Yes. Roof drains will directly discharge into adjacent landscaped areas around proposed building. - 10 -

Section C: Delineate Drainage Management Areas
(DMAs)
Utilizing the procedure in Section 3.3 of the WQMP Guidance Document which discusses the methods of delineating and mapping your project site into individual DMAs, complete Table C.1 below to appropriately categorize the types of classification (e.g., Type A, Type B, etc.) per DMA for your project site. Upon completion of this table, this information will then be used to populate and tabulate the corresponding tables for their respective DMA classifications.

Table C.1 DMA Classifications
DMA Name or ID
Surface Type(s)12
Area (Sq. Ft.)
DMA Type
D1
ROOF
655
D
D2

CONCRETE
19,725
D
D3

LANDSCAPING
22,640
D
'Reference Table 2-1 in the WQMP Guidance Document to populate this column elf multi -surface provide back-up
Table C.2 Type 'A', Self -Treating Areas
DMA Name or ID
Area (Sq. Ft.)
Stabilization Type
Irrigation Type (if any)
N/A
N/A
N/A
N/A
Table C.3 Type 'B', Self -Retaining Areas
Self -Retaining Area
Type 'C' DMAs that are draining to the Self -Retaining
Area
DMA
Name/ ID
Post -project
surface type
Area
(square
feet)
Storm
Depth
(inches)
DMA Name /
ID
[C] from Table C.4
_
Required Retention Depth
(inches)
[A]
[B]
[C]
[D]
N/A
N/A
N/A
N/A
N/A
N/A
N/A
[D] = [B] +[B] • [C]
[A]
Table C.4 Type 'C', Areas that Drain to Self -Retaining Areas DMA
Receiving Self -Retaining DMA
DMA Name/ ID
Area
(square feet)
Post -project
surface type
Impervious
fraction
Product
DMA name /ID
Area (square
feet)
Ratio
[A]
[B]
[C] = [A] x [B]
[D]
[C]/[D]
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

Table C.5 Type 'D', Areas Draining to BMPs
DMA Name or ID
BMP Name or ID
D1
BMP-1 INFILTRATION BASIN
D2
BMP-1 INFILTRATION BASIN
D3
BMP-1 INFILTRATION BASIN
Note: More than one drainage management area can drain to a single LID BMP, however, one drainage management area may not drain to more than one BMP. - 12 -

Section D: Implement LID BMPs
D.1 Infiltration Applicability
Is there an approved downstream 'Highest and Best Use' for stormwater runoff (see discussion in Chapter

2.4.4 of the WQMP Guidance Document for further details)? ❑ Y ON If yes has been checked, Infiltration BMPs shall not be used for the site; proceed to section D.3 If no, continue working through this section to implement your LID BMPs. It is recommended that you contact your Co-Permittee to verify whether or not your project discharges to an approved downstream 'Highest and Best Use' feature.

Geotechnical Report
A Geotechnical Report or Phase 1 Environmental Site Assessment may be required by the Co-permittee to confirm present and past site characteristics that may affect the use of Infiltration BMPs. In addition, the Co-Permittee, at their discretion, may not require a geotechnical report for small projects as described in Chapter 2 of the WQMP Guidance Document. If a geotechnical report has been prepared, include it in Appendix 3. In addition, if a Phase 1 Environmental Site Assessment has been prepared, include it in Appendix 4.

Is this project classified as a small project consistent with the requirements of Chapter 2 of the WQMP Guidance Document? n Y
Infiltration Feasibility
N
Table D.1 below is meant to provide a simple means of assessing which DMAs on your site support Infiltration BMPs and is discussed in the WQMP Guidance Document in Chapter 2.4.5. Check the appropriate box for each question and then list affected DMAs as applicable. If additional space is needed, add a row below the corresponding answer.

Table D.1 Infiltration Feasibility
Does the project site...

YES
NO
...have any DMAs with a seasonal high groundwater mark shallower than 10 feet? X
If Yes, list affected DMAs:
...have any DMAs located within 100 feet of a water supply well? X
If Yes, list affected DMAs:
...have any areas identified by the geotechnical report as posing a public safety risk where infiltration of stormwater could have a negative impact?
X
If Yes, list affected DMAs:
...have measured in -situ infiltration rates of less than 1.6 inches / hour? X
If Yes, list affected DMAs:
...have significant cut and/or fill conditions that would preclude in -situ testing of infiltration rates at the final infiltration surface?
X
If Yes, list affected DMAs:
...geotechnical report identify other site -specific factors that would preclude effective and safe infiltration? X
Describe here:

If you answered "Yes" to any of the questions above for any DMA, Infiltration BMPs should not be used for those DMAs and you should proceed to the assessment for Harvest and Use below. - 13 -

D.2 Harvest and Use Assessment
Please check what applies:
❑ Reclaimed water will be used for the non -potable water demands for the project. ❑Downstream water rights may be impacted by Harvest and Use as approved by the Regional Board (verify with the Copermittee).

ElThe Design Capture Volume will be addressed using Infiltration Only BMPs. In such a case, Harvest and Use BMPs are still encouraged, but it would not be required if the Design Capture Volume will be infiltrated or evapotranspired.

If any of the above boxes have been checked, Harvest and Use BMPs need not be assessed for the site. If none of the above criteria applies, follow the steps below to assess the feasibility of irrigation use, toilet use and other non -potable uses (e.g., industrial use).

Irrigation Use Feasibility
Complete the following steps to determine the feasibility of harvesting stormwater runoff for Irrigation Use BMPs on your site:

Step 1: Identify the total area of irrigated landscape on the site, and the type of landscaping used.

Total Area of Irrigated Landscape:

Type of Landscaping (Conservation Design or Active Turf):

Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for irrigation use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.

Total Area of Impervious Surfaces:

Step 3: Cross reference the Design Storm depth for the project site (see Exhibit A of the WQMP Guidance Document) with the left column of Table 2-3 in Chapter 2 to determine the minimum area of Effective Irrigated Area per Tributary Impervious Area (EIATIA).

Enter your EIATIA factor:

Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum irrigated area that would be required.

Minimum required irrigated area:

Step 5: Determine if harvesting stormwater runoff for irrigation use is feasible for the project by comparing the total area of irrigated landscape (Step 1) to the minimum required irrigated area (Step 4).

Minimum required irrigated area (Step 4)
Available Irrigated Landscape (Step 1)
- 14 -

Toilet Use Feasibility
Complete the following steps to determine the feasibility of harvesting stormwater runoff for toilet flushing uses on your site:

Step 1:

Identify the projected total number of daily toilet users during the wet season, and account for any periodic shut downs or other lapses in occupancy:

Projected Number of Daily Toilet Users:

Project Type:

Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for toilet use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.

Total Area of Impervious Surfaces:

Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2- 2 in Chapter 2 to determine the minimum number or toilet users per tributary impervious acre (TUTIA).

Enter your TUTIA factor:

Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum number of toilet users that would be required.

Minimum number of toilet users:

Step 5: Determine if harvesting stormwater runoff for toilet flushing use is feasible for the project by comparing the Number of Daily Toilet Users (Step 1) to the minimum required number of toilet users (Step 4).

Minimum required Toilet Users (Step 4)
Projected number of toilet users (Step 1)
Other Non -Potable Use Feasibility
Are there other non -potable uses for stormwater runoff on the site (e.g. industrial use)? See Chapter 2 of the Guidance for further information. If yes, describe below. If no, write N/A.

Step 1: Identify the projected average daily non -potable demand, in gallons per day, during the wet season and accounting for any periodic shut downs or other lapses in occupancy or operation.

Average Daily Demand:

Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for the identified non -potable use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.

Total Area of Impervious Surfaces:
- 15 -

Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2- 4 in Chapter 2 to determine the minimum demand for non -potable uses per tributary impervious acre.

Enter the factor from Table 2-4:

Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum number of gallons per day of non -potable use that would be required.

Minimum required use:

Step 5: Determine if harvesting stormwater runoff for other non -potable use is feasible for the project by comparing the projected average daily use (Step 1) to the minimum required non -potable use (Step 4).

Minimum required non -potable use (Step 4)
Projected average daily use (Step 1)
If Irrigation, Toilet and Other Use feasibility anticipated demands are less than the applicable minimum values, Harvest and Use BMPs are not required and you should proceed to utilize LID Bioretention and Biotreatment per Section 3.4.2 of the WQMP Guidance Document.

D.3 Bioretention and Biotreatment Assessment
Other LID Bioretention and Biotreatment BMPs as described in Chapter 2.4.7 of the WQMP Guidance Document are feasible on nearly all development sites with sufficient advance planning.

Select one of the following:
❑ LID Bioretention/Biotreatment BMPs will be used for some or all DMAs of the project as noted below in Section D.4 (note the requirements of Section 3.4.2 in the WQMP Guidance Document). ❑ A site -specific analysis demonstrating the technical infeasibility of all LID BMPs has been performed and is included in Appendix 5. If you plan to submit an analysis demonstrating the technical infeasibility of LID BMPs, request a pre -submittal meeting with the Copermittee to discuss this option. Proceed to Section E to document your alternative compliance measures. - 16 -

D.4 Feasibility Assessment Summaries
From the Infiltration, Harvest and Use, Bioretention and Biotreatment Sections above, complete Table D.2 below to summarize which LID BMPs are technically feasible, and which are not, based upon the established hierarchy.

Table D.2 LID Prioritization Summary Matrix
DMA
Name/ID
LID BMP Hierarchy
No LID
(Alternative
Compliance)

1. Infiltration

2. Harvest and use

3. Bioretention

4. Biotreatment
D1
M
❑
❑
❑
❑
D2
M
❑
❑
❑
❑
D3
M
❑
❑
❑
❑
For those DMAs where LID BMPs are not feasible, provide a brief narrative below summarizing why they are not feasible, include your technical infeasibility criteria in Appendix 5, and proceed to Section E below to document Alternative Compliance measures for those DMAs. Recall that each proposed DMA must pass through the LID BMP hierarchy before alternative compliance measures may be considered. *Underground storage chambers are sized for the entire site will treat stormwater through infiltration* - 17 -

D.5 LID BMP Sizing
Each LID BMP must be designed to ensure that the Design Capture Volume will be addressed by the selected BMPs. First, calculate the Design Capture Volume for each LID BMP using the VBMP worksheet in Appendix F of the LID BMP Design Handbook. Second, design the LID BMP to meet the required VBMP using a method approved by the Copermittee. Utilize the worksheets found in the LID BMP Design Handbook or consult with your Copermittee to assist you in correctly sizing your LID BMPs. Complete Table D.3 below to document the Design Capture Volume and the Proposed Volume for each LID BMP. Provide the completed design procedure sheets for each LID BMP in Appendix 6. You may add additional rows to the table below as needed.

Table D.3 DCV Calculations for LID BMPs
DMA
Type/ID
DMA
Area
(square
feet)
Post-
Project
Surface
Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
Enter BMP Name / Identifier Here
Underground Infiltration Chambers
/INF-1
[A]
[B]
[C]
[A] x [C]
D1
655
Roofs

1.0 0.89
584.3
Design
Storm
Depth
(in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume
on Plans
(cubic
feet)
D2
19,725
Conc/Asph

1.0 0.89
17,594.7
D3
22,640
Landscaping

0.1 0.11
2,500.8
AT = E[A] E= [D]
43,020 20,679.8
[E]

0.83 [D]x[E]
[G]
1,439
[F] =
12 1,437.2
[B], [C] is obtained as described in Section 2.3.1 of the WQMP Guidance Document [E] is obtained from Exhibit A in the WQMP Guidance Document [G] is obtained from a design procedure sheet, such as in LID BMP Design Handbook and placed in Appendix 6 BMP1 - INFILTRATION BASIN SIZING:

BASIN DEPTH: 1.5
BASIN BOTTOM AREA: 561
BASIN SIDE SLOPE AREA: 841
(561 X 1.5) + (841 X 1.5)/2 = 1,439
- 18 -

Section E: Alternative Compliance (LID Waiver Program)
LID BMPs are expected to be feasible on virtually all projects. Where LID BMPs have been demonstrated to be infeasible as documented in Section D, other Treatment Control BMPs must be used (subject to LID waiver approval by the Copermittee). Check one of the following Boxes:
❑X LID Principles and LID BMPs have been incorporated into the site design to fully address all Drainage Management Areas. No alternative compliance measures are required for this project and thus this Section is not required to be completed.
- Or -
❑ The following Drainage Management Areas are unable to be addressed using LID BMPs. A site - specific analysis demonstrating technical infeasibility of LID BMPs has been approved by the Co- Permittee and included in Appendix 5. Additionally, no downstream regional and/or sub -regional LID BMPs exist or are available for use by the project. The following alternative compliance measures on the following pages are being implemented to ensure that any pollutant loads expected to be discharged by not incorporating LID BMPs, are fully mitigated. - 19 -

E.1 Identify Pollutants of Concern
Utilizing Table A.1 from Section A above which noted your project's receiving waters and their associated EPA approved 303(d) listed impairments, cross reference this information with that of your selected Priority Development Project Category in Table E.1 below. If the identified General Pollutant Categories are the same as those listed for your receiving waters, then these will be your Pollutants of Concern and the appropriate box or boxes will be checked on the last row. The purpose of this is to document compliance and to help you appropriately plan for mitigating your Pollutants of Concern in lieu of implementing LID BMPs.

Tobin F 1 Dntonti,l Dell,rtnntc In,/ 1 nnrl !Ice Type
Priority Development
Project Categories and/or
Project Features (check those
that apply)
General Pollutant Categories
Bacterial
Indicators
Metals
Nutrients
Pesticides
Toxic
Organic
Compounds
Sediments
Trash &
Debris
Oil &
Grease
Detached Residential•
Development
P
N
P
P
N
P
P
P
Attached Residential•
P
N
P
P
N
P
P
p(2)
Development
p(3)
P
po)
p(l)
P(5)
P(')
p
p
a Commercial/Industrial
Development
Automotive Repair•
N
P
N
N
P(4 5)
N
P
P
Shops
Restaurants•
P
N
N
N
N
N
P
P
(>5,000 ft2)
Hillside Development•
P
N
P
P
N
P
P
P
(>5,000 ft2)
Lots
P(6)
P
p(1)
p(l)
p(4)
p(1)
P
P
a Parking
(>5,000 ft2)
N
P
N
N
P
N
P
P
• Retail Gasoline Outlets
Project Priority Pollutant(s)
of Concern

L
L
��
��
A
A
P = Potential
N = Not Potential
(1) A potential Pollutant if non-native landscaping exists or is proposed onsite; otherwise not expected (2) A potential Pollutant if the project includes uncovered parking areas; otherwise not expected (3) A potential Pollutant is land use involving animal waste (4) Specifically petroleum hydrocarbons
(5) Specifically solvents
(6) Bacterial indicators are routinely detected in pavement runoff - 20 -

E.2 Stormwater Credits
Projects that cannot implement LID BMPs but nevertheless implement smart growth principles are potentially eligible for Stormwater Credits. Utilize Table 3-8 within the WQMP Guidance Document to identify your Project Category and its associated Water Quality Credit. If not applicable, write N/A.

Table E.2 Water Quality Credits
Qualifying Project Categories
Total Credit Percentage1
Credit Percentage'
1Cannot Exceed 50%
'Obtain corresponding data from Table 3-8 in the WQMP Guidance Document E.3 Sizing Criteria
After you appropriately considered Stormwater Credits for your project, utilize Table E.3 below to appropriately size them to the DCV, or Design Flow Rate, as applicable. Please reference Chapter 3.5.2 of the WQMP Guidance Document for further information.

Table E.3 Treatment Control BMP Sizing
DMA
Type/ID
DMA
Area
(square
feet)
Post -
Project
Surface
Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA Area
x Runoff
Factor
[A]
[B]
[C]
[A] x [C]
AT =
I[A]
F= [D]
Design
Storm
Depth
(in)
[E]
Enter BMP Name /Identifier Here
Minimum
Design
Capture
Volume or
Design Flow
Rate (cubic
feet or cfs)
[F] — [D]x[E]
[G]
Total Storm
Water
Credit
Reduction
[F] X (1-[H])
Proposed
Volume
or Flow
on Plans
(cubic
feet or
cfs)
[I]
[B], [C] is obtained as described in Section 2.3.1 from the WQMP Guidance Document [E] is for Flow -Based Treatment Control BMPs [E] = .2, for Volume -Based Control Treatment BMPs, [E] obtained from Exhibit A in the WQMP Guidance Document
[G] is for Flow -Based Treatment Control BMPs [G] = 43,560, for Volume -Based Control Treatment BMPs, [G] = 12 [H] is from the Total Credit Percentage as Calculated from Table E.2 above [1] as obtained from a design procedure sheet from the BMP manufacturer and should be included in Appendix 6 -21-

E.4 Treatment Control BMP Selection
Treatment Control BMPs typically provide proprietary treatment mechanisms to treat potential pollutants in runoff, but do not sustain significant biological processes. Treatment Control BMPs must have a removal efficiency of a medium or high effectiveness as quantified below:
• High: equal to or greater than 80% removal efficiency • Medium: between 40% and 80% removal efficiency
Such removal efficiency documentation (e.g., studies, reports, etc.) as further discussed in Chapter 3.5.2 of the WQMP Guidance Document, must be included in Appendix 6. In addition, ensure that proposed Treatment Control BMPs are properly identified on the WQMP Site Plan in Appendix 1.

Table E.4 Treatment Control BMP Selection
Selected Treatment
Control BMP Name or ID'
Priority Pollutant(s) of Concern to Mitigate2
Removal Efficiency
Percentage3
Treatment Control BMPs must not be constructed within Receiving Waters. In addition, a proposed Treatment Control BMP may be listed more than once if they possess more than one qualifying pollutant removal efficiency. 2 Cross Reference Table E.1 above to populate this column. s As documented in a Co-Permittee Approved Study and provided in Appendix 6. - 22 -

Section F: Hydromodification
F.1 Hydrologic Conditions of Concern (HCOC) Analysis
Once you have determined that the LID design is adequate to address water quality requirements, you will need to assess if the proposed LID Design may still create a HCOC. Review Chapters 2 and 3 (including Figure 3-7) of the WQMP Guidance Document to determine if your project must mitigate for Hydromodification impacts. If your project meets one of the following criteria which will be indicated by the check boxes below, you do not need to address Hydromodification at this time. However, if the project does not qualify for Exemptions 1, 2 or 3, then additional measures must be added to the design to comply with HCOC criteria. This is discussed in further detail below in Section F.2.

HCOC EXEMPTION 1: The Priority Development Project disturbs less than one acre. The Copermittee has the discretion to require a Project -Specific WQMP to address HCOCs on projects less than one acre on a case by case basis. The disturbed area calculation should include all disturbances associated with larger common plans of development.

Does the project qualify for this HCOC Exemption?
If Yes, HCOC criteria do not apply.
®Y ❑N
HCOC EXEMPTION 2: The volume and time of concentration' of storm water runoff for the post - development condition is not significantly different from the pre -development condition for a 2 -year return frequency storm (a difference of 5% or less is considered insignificant) using one of the following methods to calculate:
• Riverside County Hydrology Manual
• Technical Release 55 (TR-55): Urban Hydrology for Small Watersheds (NRCS 1986), or derivatives thereof, such as the Santa Barbara Urban Hydrograph Method • Other methods acceptable to the Co-Permittee
Does the project qualify for this HCOC Exemption? ❑ Y ❑ N If Yes, report results in Table F.1 below and provide your substantiated hydrologic analysis in Appendix 7.

Table F.1 Hydrologic Conditions of Concern Summary
2 year— 24 hour
Pre -condition
Post -condition
% Difference
Time of
Concentration
Volume (Cubic Feet)
1 Time of concentration is defined as the time after the beginning of the rainfall when all portions of the drainage basin are contributing to flow at the outlet.
- 23 -

HCOC EXEMPTION 3: All downstream conveyance channels to an adequate sump (for example, Prado Dam, Lake Elsinore, Canyon Lake, Santa Ana River, or other lake, reservoir or naturally erosion resistant feature) that will receive runoff from the project are engineered and regularly maintained to ensure design flow capacity; no sensitive stream habitat areas will be adversely affected; or are not identified on the Co-Permittees Hydromodification Susceptibility Maps.

Does the project qualify for this HCOC Exemption?
❑Y ®N
If Yes, HCOC criteria do not apply and note below which adequate sump applies to this HCOC qualifier:

F.2 HCOC Mitigation
If none of the above HCOC Exemption Criteria are applicable, HCOC criteria is considered mitigated if they meet one of the following conditions:
a. Additional LID BMPS are implemented onsite or offsite to mitigate potential erosion or habitat impacts as a result of HCOCs. This can be conducted by an evaluation of site -specific conditions utilizing accepted professional methodologies published by entities such as the California Stormwater Quality Association (CASQA), the Southern California Coastal Water Research Project (SCCRWP), or other Co-Permittee approved methodologies for site -specific HCOC analysis. b. The project is developed consistent with an approved Watershed Action Plan that addresses HCOC in Receiving Waters.
c. Mimicking the pre -development hydrograph with the post -development hydrograph, for a 2 -year return frequency storm. Generally, the hydrologic conditions of concern are not significant, if the post -development hydrograph is no more than 10% greater than pre -development hydrograph.

In cases where excess volume cannot be infiltrated or captured and reused, discharge from the site must be limited to a flow rate no greater than 110% of the pre -development 2 -year peak flow.

Be sure to include all pertinent documentation used in your analysis of the items a, b or c in Appendix 7. - 24 -

Section G: Source Control BMPs
Source control BMPs include permanent, structural features that may be required in your project plans — such as roofs over and berms around trash and recycling areas — and Operational BMPs, such as regular sweeping and "housekeeping", that must be implemented by the site's occupant or user. The MEP standard typically requires both types of BMPs. In general, Operational BMPs cannot be substituted for a feasible and effective permanent BMP. Using the Pollutant Sources/Source Control Checklist in Appendix 8, review the following procedure to specify Source Control BMPs for your site:

1. Identify Pollutant Sources: Review Column 1 in the Pollutant Sources/Source Control Checklist. Check off the potential sources of Pollutants that apply to your site.

2. Note Locations on Project -Specific WQMP Exhibit: Note the corresponding requirements listed in Column 2 of the Pollutant Sources/Source Control Checklist. Show the location of each Pollutant source and each permanent Source Control BMP in your Project -Specific WQMP Exhibit located in Appendix 1.

3. Prepare a Table and Narrative: Check off the corresponding requirements listed in Column 3 in the Pollutant Sources/Source Control Checklist. In the left column of Table G.1 below, list each potential source of runoff Pollutants on your site (from those that you checked in the Pollutant Sources/Source Control Checklist). In the middle column, list the corresponding permanent, Structural Source Control BMPs (from Columns 2 and 3 of the Pollutant Sources/Source Control Checklist) used to prevent Pollutants from entering runoff. Add additional narrative in this column that explains any special features, materials or methods of construction that will be used to implement these permanent, Structural Source Control BMPs.

4. Identify Operational Source Control BMPs: To complete your table, refer once again to the Pollutant Sources/Source Control Checklist. List in the right column of your table the Operational BMPs that should be implemented as long as the anticipated activities continue at the site. Copermittee stormwater ordinances require that applicable Source Control BMPs be implemented; the same BMPs may also be required as a condition of a use permit or other revocable Discretionary Approval for use of the site.

Table G.1 Permanent and Operational Source Control Measures Potential Sources of
Runoff pollutants
Permanent Structural Source Control
BMPs
Operational Source Control BMPs
Maintain and periodically repaint or replace
inlet markings.

Provide stormwater pollution prevention
Mark all inlets with the words
information to new site owners, lessees, or
"Only Rain Down the Storm Drain"
or similar. Markers may be
operators.

Basin Inlet
available from the Riverside County
See applicable operational BMPs in Fact
Flood Control and Water
Sheet SC -44, "Drainage System
Conservation District, call
Maintenance," in the CASQA Stormwater
951.955.1200 to verify.

Quality Handbooks at
www.cabmphandbooks.com
Include the following in lease agreements:
"Tenant shall not allow anyone to discharge
- 25 -

anything to storm drains or to store or
deposit materials so as to create a potential
dischar e to storm drains."
Need for Future
Indoor & Structural
Pest Control
Note building design features that
discourage entry of pests.

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

Landscape /
Outdoor Pesticide
Use
Preserve existing native trees,
shrubs, and ground cover to the
maximum extent possible.

Design landscaping to minimize
irrigation and runoff, to promote
surface infiltration where
appropriate, and to minimize the
use of fertilizers and pesticides that
can contribute to stormwater
pollution.

Where landscaped areas are used to
retain or detain stormwater, specify
plants that are tolerant of saturated
soil conditions.

Consider using pest -resistant plants,
especially adjacent to hardscape.

To insure successful establishment,
select plants appropriate to site
soils, slopes, climate, sun, wind,
rain, land use, air movement,
ecological consistency, and plant
interactions.

Maintain landscaping using minimum or no
pesticides.

See applicable operational BMPs in "What
you should know for.....Landscape and
Gardening".

Provide IPM information to new owners,
lessees and operators.

Refuse Areas
State how site refuse will be
handled and provide supporting
detail to what is shown on plans.

State that signs will be posted on or
near dumpsters with the words "Do
not dump hazardous materials here"
or similar.

Provide adequate number of receptacles.

Inspect receptacles regularly; repair or
replace leaky receptacles. Keep receptacles
covered. Prohibit/prevent dumping of liquid
or hazardous wastes. Post "no hazardous
materials" signs. Inspect and pick up litter
daily and clean up spills immediately. Keep
spill control materials available on -site. See
Fact Sheet SC -34, "Waste Handling and
Disposal" in the CASQA Stormwater
Quality Handbooks at
www.cabmphandbooks.com
Roofing, Gutters, &
Trim
Avoid roofing, gutters, and trim
made of copper or other
unprotected metals that may leach
into runoff.

None
Plazas, Sidewalks,
and Parking Lots
None
Sweep plazas, sidewalks, and parking lots
regularly to prevent accumulation of litter
and debris. Collect debris from pressure
washing to prevent entry into the storm
- 26 -

drain system. Collect washwater containing
any cleaning agent or degreaser and
discharge to the sanitary sewer not to a
storm drain.

Oils & Greases
Infiltration Basin
Inspect semi-annually at beginning and end
of wet season to identify potential problems
such as erosion of the slopes near around the
basin. Remove accumulated trash/debris at
the start and end of the wet season Inspect
for standing water at the end of the wet
season and by inspecting within 48 hours of
significant rain events. Check for surface
ponding. If ponding occurs, provide a fresh
infiltration surface by excavating and
replacing 2-4 inches of soil.

Sediment
Infiltration Basin
Inspect semi-annually at beginning and end
of wet season to identify potential problems
such as erosion of the slopes near around the
basin. Remove accumulated trash/debris at
the start and end of the wet season Inspect
for standing water at the end of the wet
season and by inspecting within 48 hours of
significant rain events. Check for surface
ponding. If ponding occurs, provide a fresh
infiltration surface by excavating and
replacing 2-4 inches of soil.

Metals
Infiltration Basin
Bacteria & Viruses
Infiltration Basin
Nutrients
Infiltration Basin
Oxygen
Demanding
Substances
Infiltration Basin
- 27 -

Section H: Construction Plan Checklist
Populate Table H.1 below to assist the plan checker in an expeditious review of your project. The first two columns will contain information that was prepared in previous steps, while the last column will be populated with the corresponding plan sheets. This table is to be completed with the submittal of your final Project -Specific WQMP.

Table H.1 Construction Plan Cross-reference
BMP No. or
ID
BMP Identifier and
Description
Corresponding Plan Sheet(s)
BMP Location (Lat/Long)
BMP1
BMP1 —

INFILTRATION
BASIN
CONCEPTUAL GRADING SHT. 3

33.92103 / -116.97847
Note that the updated table — or Construction Plan WQMP Checklist — is only a reference tool to facilitate an easy comparison of the construction plans to your Project -Specific WQMP. Co-Permittee staff can advise you regarding the process required to propose changes to the approved Project -Specific WQMP. - 28 -

Section 1: Operation, Maintenance and Funding
The Copermittee will periodically verify that Stormwater BMPs on your site are maintained and continue to operate as designed. To make this possible, your Copermittee will require that you include in Appendix 9 of this Project -Specific WQMP:

1. A means to finance and implement facility maintenance in perpetuity, including replacement cost.

2. Acceptance of responsibility for maintenance from the time the BMPs are constructed until responsibility for operation and maintenance is legally transferred. A warranty covering a period following construction may also be required.

3. An outline of general maintenance requirements for the Stormwater BMPs you have selected.

4. Figures delineating and designating pervious and impervious areas, location, and type of Stormwater BMP, and tables of pervious and impervious areas served by each facility. Geo- locating the BMPs using a coordinate system of latitude and longitude is recommended to help facilitate a future statewide database system.

5. A separate list and location of self -retaining areas or areas addressed by LID Principles that do not require specialized O&M or inspections but will require typical landscape maintenance as noted in Chapter 5, pages 85-86, in the WQMP Guidance. Include a brief description of typical landscape maintenance for these areas.

Your local Co-Permittee will also require that you prepare and submit a detailed Stormwater BMP Operation and Maintenance Plan that sets forth a maintenance schedule for each of the Stormwater BMPs built on your site. An agreement assigning responsibility for maintenance and providing for inspections and certification may also be required.

Details of these requirements and instructions for preparing a Stormwater BMP Operation and Maintenance Plan are in Chapter 5 of the WQMP Guidance Document.

Maintenance Mechanism:

Will the proposed BMPs be maintained by a Home Owners' Association (HOA) or Property Owners Association (POA)?
❑Y ®N
Include your Operation and Maintenance Plan and Maintenance Mechanism in Appendix 9. Additionally, include all pertinent forms of educational materials for those personnel that will be maintaining the proposed BMPs within this Project -Specific WQMP in Appendix 10.

SEE APPENDIX 8 FOR O&M FUNDING INFO
- 29 -

Appendix 1: Maps and Site Plans
Location Map, WQMP Site Plan and Receiving Waters Map
- 30 -

RECEIVING WATERS MAP
sawpa.net
V:
ada
Jae
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les
Arcadia

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Naior,
Foie
Glendora- -'I
Baldwin Park
El Monte West Covina
'hidn Hit
PRADO DAM 1 -

SANTA ANA
RIVER (R.2)
1 1 111 ,-.1
, arden Grove
u ntingt,ir�
-each
• C sta
• ♦♦
Newport Lake
Beach
Temecula
Santa Ana?

SANTA ANA '
RIVER (R.1)
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Laguna
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CREEK (R.1A+B)
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L�1ti� ••

SANTA ANA
RIVER (R.3)

SAN TIMOTEO
CREEK (R.3)
Sun, City
Lake, ,_,;
FI;innr

SAN TIMOTEO
CREEK (R.2)
Hemet

PROJECT

LOCATION
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to Pink
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r,

San Gab riel-Mountains
Rancho
amonga
Mojave Desert
Lake
Silverwood
!ac y' San
Fontana
O _
Santa Ana River Watershed
Location Map
Lake
Arrowhead
{/- -- i Colton
a Redlandtoi
41/ ' CD ,i p a,,Yucaip _
r• ® g o San Bernardino Count, o, —
Diamond Bar01 O ; GeBk Chino �r f�1 • Riverside County __ _- < _ §k ----
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Newport Beach ... Irvine r, ake Elsinore
OO FT i
Pacific Ocean
1 Miles
0 4.5 9 18

PROJECT

LOCATION
Santa Ana Watershed Boundary

P:\projects\standard_mapslWatershed_1_A.mxd SW -1150

SANTA ANA REGION of Riverside County

RIVERSIDE
NORCO
CORONA

MIDDLE SANTA ANA RIVER
Subwatershed
-N
LAKE

ELSINORE

RIVERSIDE COUNTY FLOOD CONTROL

AND WATER CONSERVATION DISTRICT

GEOGRAPHIC INFORMATION SYSTEM
June 2009

CALIMESA
CA
LAKE

MORENO VALLEY
PERRIS

MENIFEE

MURRIETA
en
The graphical and tabular information shown on this document may be derived from a variety of public agency and/or private commercial sources such as Riverside Carnty Transportation and Lard Management Agency, Thomas Brothers Mapping, the Stephen P. Twle Data Center, GIS Technology Center, State of California, the United States Gwlogicsurvey and the United States National Atlas. These sources may possess varying levels of accuracy and prec'sion and this product is meant only as a guide to the relative position and scale of the depicted features. This GIS document is n no case to be interpreted as fundamental or decisive for purposes of land surveying, field engineering, plan drafting, code enforcement, land boundary determination and/or land acquisition.

BEAUMONT

SAN JACINTO
HEMET

ORANGE GOV

PROJECT

LOCATION

SAN JACINTC) RIVER
Subwatershed
R
V(

DMA-1
43,020 SQ. FT.

D1
D2
D2
D2
D2D2
D2
D2
D2
D2
D2
D2
D2
D2
D2
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3
D3 D3
D3
D3
D3
D3
D3
1 BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
BERHNARD K. MAYER
R.C.E. 36866
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:

OF SHEETS
8061 CHURCH ST. HIGHLAND CA 92346 PO BOX 592
PH; (909) 864-3180, FAX: (909) 864-0850
SITETECHINC.1
DATEELEV. 2606.072

PRELIMINARY WQMP

CITY OF BEAUMONT

ZIGGI'S COFFEE
EAST 1ST STREET
APN 418-290-023
10

Appendix 2: Construction Plans
Grading and Drainage Plans
-31-

4 BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
BERHNARD K. MAYER
R.C.E. 36866
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:

OF SHEETS
8061 CHURCH ST. HIGHLAND CA 92346 PO BOX 592
PH; (909) 864-3180, FAX: (909) 864-0850
SITETECHINC.1
DATEELEV. 2606.072

PRELIMINARY GRADING PLAN

CITY OF BEAUMONT

ZIGGI'S COFFEE
EAST 1ST STREET
APN 418-290-023
”
10 PW2022-0887

4 BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
BERHNARD K. MAYER
R.C.E. 36866
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:

OF SHEETS
8061 CHURCH ST. HIGHLAND CA 92346 PO BOX 592
PH; (909) 864-3180, FAX: (909) 864-0850
SITETECHINC.2
ELEV. 2606.072 DATE PW2022-0887

4 BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
BERHNARD K. MAYER
R.C.E. 36866
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:

OF SHEETS
8061 CHURCH ST. HIGHLAND CA 92346 PO BOX 592
PH; (909) 864-3180, FAX: (909) 864-0850
SITETECHINC.3
ELEV. 2606.072 DATE PW2022-0887
INFILTRATION BASIN SIZING:

BASIN DEPTH: 1.5
BASIN BOTTOM AREA: 561 SF
BASIN SIDE SLOPE AREA: 841 SF
(561 X 1.5) + (841 X 1.5)/2 = 1,439 FT3

4 BY MARK APPR.DATE

ENGINEER CITY

DESCRIPTION
BERHNARD K. MAYER
R.C.E. 36866
SEAL DESIGN BY:

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

JOB NUMBER:

FILE NO:

OF SHEETS
8061 CHURCH ST. HIGHLAND CA 92346 PO BOX 592
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ELEV. 2606.072 DATE PW2022-0887

Appendix 3: Soils Information
Geotechnical Study and Other Infiltration Testing Data
- 32 -

USDA United States
Department of
Agriculture
MRCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Western Riverside
Area, California

March 28, 2022

Preface
Soil surveys contain information that affects land use planning in survey areas.

They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers.

Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment.

Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions.

The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations.

Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments ( http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center ( https://offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist ( http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/ ? cid=nrcs142p2_053951).

Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations.

The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey.

Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information.

The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require

alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.

Contents
Preface 2
How Soil Surveys Are Made 5
Soil Map 8
Soil Map 9
Legend 10
Map Unit Legend 11
Map Unit Descriptions 11
Western Riverside Area, California 13
HcC—Hanford coarse sandy loam, 2 to 8 percent slopes 13 ReC2—Ramona very fine sandy loam, 0 to 8 percent slopes, eroded 14 Soil Information for All Uses 16
Soil Properties and Qualities 16
Soil Physical Properties 16
Saturated Hydraulic Conductivity (Ksat), Standard Classes 16 Soil Qualities and Features 20
Hydrologic Soil Group 20
References 25
4

How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity.

Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA.

The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape.

Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries.

Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units).

Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil

Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research.

The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas.

Soil scientists make many field observations in the process of producing a soil map.

The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil -landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded.

These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape.

Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties.

While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management.

Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil.

Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date.

After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and

Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately.

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit.

Custom Soil Resource Report
Soil Map
33° 55' 17" N
33° 55' 14" N
l 1 1 l
501970 501980 501990 502000
Map Scale: 1:556 if printed on A portrait (8.5" x 11") sheet.

Meters
0 5 10 20 30
Feet
0 25 50 100 150
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 l 1 1 l
502010 502020 502030 502040
6 ER
33° 55' 17" N
33° 55' 14" N
9

Cust om Soil Resource Report
09940 OK abed
Area of Interest (AOI)
0 Soils

M AP LEGEND
Area of Interest (AOI)
Soil Map Unit Polygons
Soil Map Unit Lines
0 Soil Map Unit P oints
Special Point Features
0 0
Blo wo ut
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flo w
Marsh or swamp
aft M ine or Quarry
O Miscellaneo us Wa te r
O Perennial Water
Rock Outcrop
+ Sa line Spo t
Sandy Spot
• Severely Eroded Spot
• Sinkhole
Slide or Slip
g Sodic Spot
0 A
• •
Sp oil Area
Stony Sp ot
Very St ony Spot
Wet Spot
Other
Special Line Features
Water Features
-_- Streams and C anal s
Transportation
1-1-1 Rails
PIO
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography

M AP INFORM ATION
The soil surveys that comprise your AOI were mapped at
1:15,800 .

Warning: Soil Map may not be valid at this scale .

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement . The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale .

Pleas e rely on the bar scale on each map sheet for map measurements.

Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:

Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area . A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from th e USDA-NRCS certifi ed d ata as of the version date(s) list ed b el ow .

Soil Survey Area: Western Ri verside Area, California
Survey Area Data: Version 14, Sep 13, 2021
Soil map units are labeled (as spac e allows) for map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Nov 15, 2020 —Nov 19, 2020
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident .
10 Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
HcC
Hanford coarse sandy loam, 2
to 8 percent slopes

0.0 2.4%
ReC2
Ramona very fine sandy loam,
0 to 8 percent slopes, eroded

1.0 97.6%
Totals for Area of Interest

1.0 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit.

A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class.

Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils.

Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape.

The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however,

Custom Soil Resource Report
onsite investigation is needed to define and locate the soils and miscellaneous areas.

An identifying symbol precedes the map unit name in the map unit descriptions.

Each description includes general facts about the unit and gives important soil properties and qualities.

Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement.

Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.

Some map units are made up of two or more major soils or miscellaneous areas.

These map units are complexes, associations, or undifferentiated groups.

A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps.

The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.

An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.

An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.

Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example.

Custom Soil Resource Report
Western Riverside Area, California
HcC—Hanford coarse sandy loam, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol: 2y8tk
Elevation: 680 to 2,930 feet
Mean annual precipitation: 9 to 17 inches
Mean annual air temperature: 63 to 65 degrees F
Frost -free period: 290 to 365 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Hanford and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Hanford
Setting
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Alluvium derived from granite
Typical profile
A - 0 to 8 inches: coarse sandy loam
C/ - 8 to 40 inches: fine sandy loam
C2 - 40 to 60 inches: stratified loamy sand to coarse sandy loam Properties and qualities
Slope: 2 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water supply, 0 to 60 inches: Moderate (about 7.0 inches) Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Ecological site: R020XDO12CA - SANDY
Hydric soil rating: No
Minor Components
Greenfield
Percent of map unit: 5 percent
Landform: Alluvial fans

Custom Soil Resource Report
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Ramona
Percent of map unit: 5 percent
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Tujunga
Percent of map unit: 2 percent
Landform: Alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear
Across -slope shape: Linear
Hydric soil rating: No
Unnamed
Percent of map unit: 2 percent
Hydric soil rating: No
Unnamed
Percent of map unit: 1 percent
Hydric soil rating: No
ReC2—Ramona very fine sandy loam, 0 to 8 percent slopes, eroded Map Unit Setting
National map unit symbol: hcyg
Elevation: 250 to 3,500 feet
Mean annual precipitation: 10 to 20 inches
Mean annual air temperature: 63 degrees F
Frost -free period: 230 to 320 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Ramona and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.

Description of Ramona
Setting
Landform: Terraces, alluvial fans
Landform position (three-dimensional): Tread
Down -slope shape: Linear, concave
Across -slope shape: Linear, convex

Custom Soil Resource Report
Parent material: Alluvium derived from granite
Typical profile
H1 - 0 to 14 inches: very fine sandy loam
H2 - 14 to 23 inches: fine sandy loam
H3 - 23 to 68 inches: sandy clay loam
H4 - 68 to 74 inches: gravelly sandy loam
Properties and qualities
Slope: 0 to 8 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water supply, 0 to 60 inches: Moderate (about 8.5 inches) Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: C
Ecological site: R019XDO29CA - LOAMY
Hydric soil rating: No
Minor Components
Hanford
Percent of map unit: 5 percent
Hydric soil rating: No
Greenfield
Percent of map unit: 5 percent
Hydric soil rating: No
Tujunga
Percent of map unit: 5 percent
Hydric soil rating: No

Soil Information for All Uses
Soil Properties and Qualities
The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality.

Soil Physical Properties
Soil Physical Properties are measured or inferred from direct observations in the field or laboratory. Examples of soil physical properties include percent clay, organic matter, saturated hydraulic conductivity, available water capacity, and bulk density.

Saturated Hydraulic Conductivity (Ksat), Standard
Classes
Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a saturated soil transmit water. The estimates are expressed in terms of micrometers per second. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Saturated hydraulic conductivity is considered in the design of soil drainage systems and septic tank absorption fields.

For each soil layer, this attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used.

The numeric Ksat values have been grouped according to standard Ksat class limits. The classes are:

Very low: 0.00 to 0.01
Low: 0.01 to 0.1

Custom Soil Resource Report
Moderately low: 0.1 to 1.0
Moderately high: 1 to 10
High: 10 to 100
Very high: 100 to 705

Custom Soil Resource Report
Map —Saturated Hydraulic Conductivity (Ksat), Standard Classes 33° 55' 17" N
33° 55' 14" N
Map Scale: 1:556 if printed on A portrait (8.5" x 11") sheet.

Meters
0 5 10 20 30
501970 501980 501990 502000
Feet
0 25 50 100 150
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 6 ER
33° 55' 17" N
33° 55' 14" N
18

Cust om Soil Resource Report
08010 6t£ a6ed

M AP LEGEND
Area of Interest (A OI)
Area of Interest (AOI)
0 Not rated or not available
Water Features
Soils Streams and Canals
Soil Rating Polyg on s
0 Very L ow (0.0 - 0 .01)
0 Low (0.01 - 0.1)
0 Mo derately L ow (0 .1 - 1)
0 Mo de rately High (1 - 10)
0 High (10 - 100)
. Very High (100 - 705)
Not rated or not available
Soil Ratin g Lin es
N+y Very Lo w (0. 0 - 0.01)
. • Low (0. 01 - 0.1)
N • Moderately Low (0.1 - 1)
N • M oderately High (1 - 10)
,y High (10 - 100)
i• mie Very High (100 - 705)
• w No t rated or not available
Soil Rating Po ints
▪ Very Low (0.0 - 0. 01)
D Lo w(0.01-0. 1)
D Mo de rately Lo w (0.1 - 1)
O Moderately High (1 - 10)
▪ High (10 - 100)
▪ Very High (100 - 705)
Tra nsport ati on

4.11. 4 Rails
, ., Interstate Highways
US Routes
Major Roads
Local R oads
Background
NI Aerial Photography

MAP INFORM ATION
The soil surveys that comprise your AOI were mapped at
1:15,800 .

Warning: Soil Map may not be valid at this scale .

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement . The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale .

Pleas e rely on the bar scale on each map sh eet f or map measurements.

Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:

C oordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area . A projection that pres erves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from the USDA-NRCS certified data as of the version date(s) listed below .

Soil Survey Area: Western Ri verside Area, Calif ornia
Survey Area Data: Version 14, Sep 13, 2021
Soil map units are labeled (as space allows) f or map scales 1:50,000 or larger.

Date(s) aerial images were photographed: Nov 15, 2020 —Nov 19, 2020
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident .
19 Custom Soil Resource Report
Table —Saturated Hydraulic Conductivity (Ksat), Standard Classes
Map unit symbol
Map unit name
Rating (micrometers
per second)
Acres in AOI
Percent of AOI
HcC
Hanford coarse sandy
loam, 2 to 8 percent
slopes

49.0526

0.0 2.4%
ReC2
Ramona very fine sandy
loam, 0 to 8 percent
slopes, eroded

4.6436

1.0 97.6%
Totals for Area of Interest

1.0 100.0%
Rating Options —Saturated Hydraulic Conductivity (Ksat), Standard Classes
Units of Measure: micrometers per second
Aggregation Method: Dominant Component
Component Percent Cutoff: None Specified
Tie -break Rule: Fastest
Interpret Nulls as Zero: No
Layer Options (Horizon Aggregation Method): All Layers (Weighted Average) Soil Qualities and Features
Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil.

Hydrologic Soil Group
Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms.

The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows:

Custom Soil Resource Report
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission.

Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission.

Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission.

Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material.

These soils have a very slow rate of water transmission.

If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes.

Custom Soil Resource Report
Map —Hydrologic Soil Group
6 33° 55' 17" N
33° 55' 14" N
- co
501970 501980 501990 502000
502010 502020 502030 502040
Map Scale: 1:556 if printed on A portrait (8.5" x 11") sheet.

Meters
O 5 10 20 30
Feet
O 25 50 100 150
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 33° 55' 17" N
33° 55' 14" N
22

Cust om Soil Resource Report
09940 £9£ abed

M AP LEGEND M AP INFORM ATION
Area of Interest (AOI)
0 Area of Interest (AOI)
Soils
Soil Rating P olyg ons
A
A/D
0 B
B/D
0 C/D
Not rated or not available
Soil Rating Lines
,•y A
N.y A/D
.0 %0 B
,y B/D
•
c
N i C /D
r • D
Not rated or not available
So il Rating Points
A Soil map units are labeled (as spac e allows) for map scales 1:50,000 or larger.

A/D
D
D
D
D
D
D
C The soil surveys that comprise your AOI were mapped at 1:15,800 .

C/D
D
Not rated or not available
Wat er Features
Streams and Canals
Tra nsport ati on
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
. Aerial Phot ography
Warning: Soil Map may not be valid at this scale .

Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement . The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale .

Pleas e rely on the bar scale on each map sheet for map measurements.

Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:

Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area . A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.

This product is generated from th e USDA-NRCS certifi ed d ata as of the version date(s) list ed b el ow .

Soil Survey Area: Western Ri verside Area, California
Survey Area Data: Version 14, Sep 13, 2021
B
B/D
Date(s) aerial images were photographed: Nov 15, 2020 —Nov 19, 2020
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident .
23 Custom Soil Resource Report
Table —Hydrologic Soil Group
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
HcC
Hanford coarse sandy
loam, 2 to 8 percent
slopes
A

0.0 2.4%
ReC2
Ramona very fine sandy
loam, 0 to 8 percent
slopes, eroded
C

1.0 97.6%
Totals for Area of Interest

1.0 100.0%
Rating Options —Hydrologic Soil Group
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Higher

References
American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition.

American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00.

Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31.

Federal Register. July 13, 1994. Changes in hydric soils of the United States.

Federal Register. September 18, 2002. Hydric soils of the United States.

Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States.

National Research Council. 1995. Wetlands: Characteristics and boundaries.

Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.

U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section.

United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1.

United States Department of Agriculture, Natural Resources Conservation Service.

National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.

National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.

National soil survey handbook, title 430 -VI. http://www.nrcs.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/ ? cid =nres 142 p 2_0 53624
United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nres.usda.gov/Internet/FSE_DOCUMENTS/nres142p2_052290.pdf

Appendix 4: Historical Site Conditions
Phase 1 Environmental Site Assessment or Other Information on Past Site Use

NOT APPLICABLE
- 33 -

Appendix 5: LID Infeasibility
LID Technical Infeasibility Analysis

NOT APPLICABLE
- 34 -

Appendix 6: BMP Design Details
BMP Sizing, Design Details and other Supporting Documentation - 35 -

T01S
T 02 S
T 04 S
T 05 S
T06S
T 07 S
T 08 S
R07W R06W R05W
o 85 01gp 0.75 0.70
‘R,07 W
f0i61,
RiversideNorth
0'60
k0 55
/0.54 \
0 65 RiversideSouth
R 06 W

0.51 Woodcrest

0.95 0 90

0.70 ElsinoreNWS

1.11 •
ElCarisoStation
R 05 W
R04W

10.68 •
PigeonPass
\ 0.68
PerrisReservo
•
R 04 W
R 03 W

0.58 SunCity
M•v
0 6'. 4.

0.66 MorenoEast

1.00 TemeculaNWS
R02W 1 R01 W

0.70 \
SanJacintoNWS
R01E
R 02 E

PROJECT

LOCATION
'0.90 ••"�
• 0.87 `•:Y�� .•••
V,istaGrandeGS 0 95�
R 03 E
0 1.18

0.90` Idyiwild
�• ; \
••r Santa Ana River Watershed
0'60 •
i • •••• Tr• ••�
\ h
•
0'55►" Santa Margarita Waterr shedd ;•--
065 \ �o••
80 AguangaValley
R03W R02W R01 W R01 E

0.70 065

0.90'
HurkeyCreek
R04E
1 0.70 0.65 4•
vot
•
41 Aiw ••• •?••;

4.e•
•
, — _
11 R02E R03E
Cap Rain Gage Locations

RIVERSIDE COUNTY FLOOD

CONTROL AND WATER

CONSERVATION DISTRICT
Isohyetal Map
for the 85th Percentile
24 hour Storm Event
July 2011

ZIGGI'S - EAST 1ST STREET - PWQMP DMAs
FT2
AC
%

DESCRIPTION

EXISTING

CONDITION
AT=
44552

1.023
---
COMBINATION OF:

COMMERCIAL LANDSCAPING,

NG AND PCC/AC PAVEMENT
APERV=
31271

0.718

70.2%
Amp=
13281

0.305

29.8%
DMA 1
AT=
44552

1.023
---
COMBINATION OF:

COMMERCIAL LANDSCAPING,

NG AND PCC/AC PAVEMENT
ApERV=
31271

0.718

70.2%
Amp=
13281

0.305

29.8%

PROPOSED

CONDITION
AT=
43020

0.988
---
COMBINATION OF:

COMMERCIAL LANDSCAPING

AND PCC/AC PAVEMENT
APERV=
22640

0.520

52.6%
A -
IMP-
20380

0.468

47.4%
DMA 1
AT=
43020

0.988
---
COMBINATION OF:

COMMERCIAL LANDSCAPING

AND PCC/AC PAVEMENT
ApERV=
22640

0.520

52.6%
Amp=
20380

0.468

47.4%
FULL SITE (GROSS PWQMP): 43,020 SQ. FT. (0.988 AC)

Santa Ana Watershed - BMP Design Volume, VBMP
(Rev. 10-2011)
Legend. -.

Required Entries
11 Calculated Cells
(Note this worksheet shall only be used in conjunction with BMP designs from the LID BMP Design Handbook) Company Name
Designed by
Company Project Number/Name
SITETECH INC.

BAM
Date 9/9/2022
Case No 2022-0886
ZIGGI'S EAST 1ST STREET
BMP Identification

BMP NAME / ID
INFILTRATION BASIN (BMP1)
Must match Name/ID used on BMP Design Calculation Sheet Design Rainfall Depth
85th Percentile, 24 -hour Rainfall Depth,
from the Isohyetal Map in Handbook Appendix E
D85=

0.83 inches
Drainage Management Area Tabulation
Insert additional rows if needed to accommodate all DMAs draining to the BMP DMA
Type/ID
DMA Area
(square feet)
ill
Effective
Imperivous
Fraction, If
Design
Storm
Depth (in)
Design Capture
Volume, VBMP
(cubic feet)
rroposeu
Volume on
Plans (cubic
feet)
Post -Project Surface
Type
DMA
Runoff
Factor
DMA Areas x
Runoff Factor
01 655
Roofs
1 0.89
584.3
D2
19,725
Concrete or Asphalt
1 0.89
17594.7
D3
22640
Ornamental
Landscaping

0.1 0.11
2500.8
43020
Total
20679.8

0.83 1437.2
1439
Notes:

Infiltration Basin - Design Procedure
(Rev. 03 -2012)
BMP ID
BMP1
Legend:

Required Entries
Calculated Cells
Company Name:

Designed by:

SITETECH, INC.

Date:

County/City Case No.:
9/9/2022
BAM
2022-0886
Design Volume
a) Tributary area (BMP subarea) AT =

0.99 acres
b) Enter VBMJ determined from Section 2.1 of this Handbook VBmp= 1,438
ft3
Maximum Depth
a) Infiltration rate I = 5.95 in/hr
b) Factor of Safety (See Table 1, Appendix A: "Infiltration Testing" FS = 5 from this BMP Handbook)
c) Calculate D1
D1 = I (in/hr) x 72 hrs
D1 = ft
12 (in/ft) x FS
d) Enter the depth of freeboard (at least 1 ft) l ft
e) Enter depth to historic high ground water (measured from top of basin) 30 ft f) Enter depth to top of bedrock or impermeable layer (measured from top of basin) 30 ft g) D2 is the smaller of:

Depth to groundwater - (10 ft + freeboard) and D2 =

19.0 ft
Depth to impermeable layer - (5 ft + freeboard)
h) D1vrAx is the smaller value of D1 and D2 but shall not exceed 5 feet Dlvrax = 7.1 ft Basin Geometry
a) Basin side slopes (no steeper than 4:1) z = 4 :1
b) Proposed basin depth (excluding freeboard) dB = 1.5 ft c) Minimum bottom surface area of basin (As= VBMP/dB) As = 959 ft2 d) Proposed Design Surface Area AD = 959 ft2
Forebay
a) Forebay volume (minimum 0.5% VBMP) Volume = 7 ft3
b) Forebay depth (height of berm/splashwall. 1 foot min.) Depth = 1 ft c) Forebay surface area (minimum) Area = 7 ft2
d) Full height notch -type weir Width (W) = 36.0 in
Notes: SEE BASIN SIZING IN SECTION D.5

CITY OF BEAUMONT, CA

BMP DRAWDOWN TIME

INFILTRATION BASIN DRAWDOWN
DMA -1
3 Vstorage (ft)
1439
Infiltration Rate (in/hr)

5.95 Factory of Safety

5.0 Design Infiltration Rate (in/hr)
r 1.19
Infiltration Surface Area (ft2)
561
BMP Drawdown Time (Hr)

25.9 Okay

Appendix 7: Hydromodification
Supporting Detail Relating to Hydrologic Conditions of Concern NOT APPLICABLE — SITE DISTURBS LESS THAN 1 ACRE
- 36 -

Appendix 8: Source Control
Pollutant Sources/Source Control Checklist
- 37 -

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST
How to use this worksheet (also see instructions in Section G of the WQMP Template):

1. Review Column 1 and identify which of these potential sources of stormwater pollutants apply to your site. Check each box that applies.

2. Review Column 2 and incorporate all of the corresponding applicable BMPs in your WQMP Exhibit.

3. Review Columns 3 and 4 and incorporate all of the corresponding applicable permanent controls and operational BMPs in your WQMP. Use the format shown in Table G.lon page 23 of this WQMP Template. Describe your specific BMPs in an accompanying narrative, and explain any special conditions or situations that required omitting BMPs or substituting alternative BMPs for those shown here.

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 Potential Sources of
Runoff Pollutants
2 Permanent Controls —Show on
WQMP Drawings
3 Permanent Controls —List in WQMP
Table and Narrative
4 Operational BMPs—Include in WQMP
Table and Narrative
A. On -site storm drain
inlets
it Locations of inlets.
4 Mark all inlets with the words
"Only Rain Down the Storm
Drain" or similar. Catch Basin
Markers may be available from the
Riverside County Flood Control
and Water Conservation District,
call 951.955.1200 to verify.
iit Maintain and periodically repaint or
replace inlet markings.
, Provide stormwater pollution
prevention information to new site
owners, lessees, or operators.
it See applicable operational BMPs in
Fact Sheet SC -44, "Drainage System
Maintenance," in the CASQA
Stormwater Quality Handbooks at
www.cabmphandbooks.com
it Include the following in lease
agreements: "Tenant shall not allow
anyone to discharge anything to storm
drains or to store or deposit materials
so as to create a potential discharge to
storm drains."
❑ B. Interior floor drains
and elevator shaft sump
pumps
❑ State that interior floor drains and
elevator shaft sump pumps will be
plumbed to sanitary sewer.
❑ Inspect and maintain drains to prevent
blockages and overflow.
❑ C. Interior parking
garages
❑ State that parking garage floor
drains will be plumbed to the
sanitary sewer.
❑ Inspect and maintain drains to prevent
blockages and overflow.

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 Potential Sources of
Runoff Pollutants
2 Permanent Controls —Show on
WQMP Drawings
3 Permanent Controls —List in WQMP
Table and Narrative
4 Operational BMPs—Include in WQMP
Table and Narrative
Xr DI. Need for future
indoor & structural pest
control
X Note building design features that
discourage entry of pests.

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

D2. Landscape/
Outdoor Pesticide Use
0 Show locations of native trees or
areas of shrubs and ground cover to
be undisturbed and retained.
❑ Show self -retaining landscape
areas, if any.

X Show stormwater treatment and
hydrograph modification
management BMPs. (See
instructions in Chapter 3, Step 5
and guidance in Chapter 5.)
State that final landscape plans will
accomplish all of the following.
i Preserve existing native trees,
shrubs, and ground cover to the
maximum extent possible.

Design landscaping to minimize
irrigation and runoff, to promote
surface infiltration where
appropriate, and to minimize the
use of fertilizers and pesticides that
can contribute to stormwater
pollution.

Where landscaped areas are used to
retain or detain stormwater, specify
plants that are tolerant of saturated
Af soil conditions.

Consider using pest -resistant
At plants, especially adjacent to
hardscape.

To insure successful establishment,
select plants appropriate to site
soils, slopes, climate, sun, wind,
rain, land use, air movement,
ecological consistency, and plant
interactions.

X Maintain landscaping using minimum
or no pesticides.
/ See applicable operational BMPs in
"What you should know
for.....Landscape and Gardening" at
http://rcflood.org/stormwater/Error !
Hyperlink reference not valid.

Provide IPM information to new
1 owners, lessees and operators.

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 Potential Sources of
Runoff Pollutants
2 Permanent Controls —Show on
WQMP Drawings
3 Permanent Controls —List in WQMP
Table and Narrative
4 Operational BMPs—Include in WQMP
Table and Narrative
❑ E. Pools, spas, ponds,
decorative fountains,
and other water
features.
❑ Show location of water feature and
a sanitary sewer cleanout in an
accessible area within 10 feet.
(Exception: Public pools must be
plumbed according to County
Department of Environmental
Health Guidelines.)
If the Co-Permittee requires pools
to be plumbed to the sanitary
sewer, place a note on the plans
and state in the narrative that this
connection will be made according
to local requirements.
❑ See applicable operational BMPs in
"Guidelines for Maintaining Your
Swimming Pool, Jacuzzi and Garden
Fountain" at
http://rcflood.org/stormwater/
❑ F. Food service
❑ For restaurants, grocery stores, and
other food service operations, show
location (indoors or in a covered
area outdoors) of a floor sink or
other area for cleaning floor mats,
containers, and equipment.
❑ On the drawing, show a note that
this drain will be connected to a
grease interceptor before
discharging to the sanitary sewer.
❑ Describe the location and features
of the designated cleaning area.
❑ Describe the items to be cleaned in
this facility and how it has been
sized to insure that the largest
items can be accommodated.
❑ See the brochure, "The Food Service
Industry Best Management Practices for:

Restaurants, Grocery Stores,
Delicatessens and Bakeries" at
http://rcflood.org/stormwater/
Provide this brochure to new site
owners, lessees, and operators.
4 G. Refuse areas
4 Show where site refuse and
recycled materials will be handled
and stored for pickup. See local
municipal requirements for sizes
and other details of refuse areas.

If dumpsters or other receptacles
are outdoors, show how the
designated area will be covered,
graded, and paved to prevent run-
on and show locations of berms to
prevent runoff from the area.
❑ Any drains from dumpsters,
compactors, and tallow bin areas
shall be connected to a grease mwater
removal device before discharge to
sanitary sewer.
/ State how site refuse will be
handled and provide supporting
detail to what is shown on plans.
/ State that signs will be posted on or
near dumpsters with the words "Do
not dump hazardous materials
here" or similar.
4 State how the following will be
implemented:

Provide adequate number of
receptacles. Inspect receptacles
regularly; repair or replace leaky
receptacles. Keep receptacles covered.

Prohibit/prevent dumping of liquid or
hazardous wastes. Post "no hazardous
materials" signs. Inspect and pick up
litter daily and clean up spills
immediately. Keep spill control
materials available on -site. See Fact
Sheet SC -34, "Waste Handling and
Disposal" in the CASQA Stor
Quality Handbooks at
www.cabmphandbooks.com

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 2
3 4
Potential Sources of
Permanent Controls —Show on
Permanent Controls —List in WQMP
Operational BMPs—Include in WQMP
Runoff Pollutants
WQMP Drawings
Table and Narrative
Table and Narrative
❑ H. Industrial processes.
❑ Show process area.
❑ If industrial processes are to be
located on site, state: "All process
activities to be performed indoors.
❑ See Fact Sheet SC -10, "Non -
Stormwater Discharges" in the
CASQA Stormwater Quality
No processes to drain to exterior or
to storm drain system."
Handbooks at
www.cabmphandbooks.com
See the brochure "Industrial &
Commercial Facilities Best Management
Practices for: Industrial, Commercial
Facilities" at
http://rcflood.org/stormwater/

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 Potential Sources of
Runoff Pollutants
2 Permanent Controls —Show on
WQMP Drawings
3 Permanent Controls —List in WQMP
Table and Narrative
4 Operational BMPs—Include in WQMP
Table and Narrative
❑ I. Outdoor storage of
equipment or materials.
(See rows J and K for
source control
measures for vehicle
cleaning, repair, and
maintenance.)
❑ Show any outdoor storage areas,
including how materials will be
covered. Show how areas will be
graded and bermed to prevent run-
on or run-off from area.
❑ Storage of non -hazardous liquids
shall be covered by a roof and/or
drain to the sanitary sewer system,
and be contained by berms, dikes,
liners, or vaults.
❑ Storage of hazardous materials and
wastes must be in compliance with
the local hazardous materials
ordinance and a Hazardous
Materials Management Plan for the
site.

Include a detailed description of
materials to be stored, storage
areas, and structural features to
prevent pollutants from entering
storm drains.

Where appropriate, reference
documentation of compliance with
the requirements of Hazardous
Materials Programs for:
• Hazardous Waste Generation
• Hazardous Materials Release
Response and Inventory
• California Accidental Release
(CaIARP)
• Aboveground Storage Tank
• Uniform Fire Code Article 80
Section 103(b) & (c) 1991
• Underground Storage Tank
www.cchealth.org/groups/hazmat
❑ See the Fact Sheets SC -31, "Outdoor
Liquid Container Storage" and SC -33,
"Outdoor Storage of Raw Materials "
in the CASQA Stormwater Quality
Handbooks at
www.cabmphandbooks.com
L

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 2
3 4
Potential Sources of
Permanent Controls —Show on
Permanent Controls —List in WQMP
Operational BMPs—Include in WQMP
Runoff Pollutants
WQMP Drawings
Table and Narrative
Table and Narrative
❑ J. Vehicle and
Equipment Cleaning
❑ Show on drawings as appropriate:
(1) Commercial/industrial facilities
❑ If a car wash area is not provided,
describe any measures taken to
Describe operational measures to
implement the following (if
having vehicle/equipment cleaning
discourage on -site car washing and
applicable):
needs shall either provide a
covered, bermed area for washing
activities or discourage
vehicle/equipment washing by
removing hose bibs and installing
signs prohibiting such uses.
explain how these will be enforced.
❑ Washwater from vehicle and
equipment washing operations shall
not be discharged to the storm drain
system. Refer to "Outdoor Cleaning
Activities and Professional Mobile Service
Providers" for many of the Potential
(2) Multi -dwelling complexes shall
have a paved, bermed, and covered
car wash area (unless car washing
is prohibited on -site and hoses are
provided with an automatic shut-
off to discourage such use).

Sources of Runoff Pollutants categories
below. Brochure can be found at
http://rcflood.org/stormwater/
❑Car dealerships and similar may
rinse cars with water only.
(3) Washing areas for cars, vehicles,
and equipment shall be paved,
designed to prevent run-on to or
runoff from the area, and plumbed
to drain to the sanitary sewer.
(4) Commercial car wash facilities
shall be designed such that no
runoff from the facility is
discharged to the storm drain
system. Wastewater from the
facility shall discharge to the
sanitary sewer, or a wastewater
reclamation system shall be
installed.

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
,,, THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 2
3 4
Potential Sources of
Permanent Controls —Show on
Permanent Controls —List in WQMP
Operational BMPs—Include in WQMP
Runoff Pollutants
WQMP Drawings
Table and Narrative
Table and Narrative
❑ K. Vehicle/Equipment
❑ Accommodate all vehicle
❑ State that no vehicle repair or
In the Stormwater Control Plan, note
Repair and
equipment repair and maintenance
maintenance will be done outdoors,
that all of the following restrictions
Maintenance
indoors. Or designate an outdoor
or else describe the required
apply to use the site:
work area and design the area to
features of the outdoor work area.
❑ No person shall dispose of, nor permit
prevent run-on and runoff of
❑ State that there are no floor drains
the disposal, directly or indirectly of
stormwater.
or if there are floor drains, note the
vehicle fluids, hazardous materials, or
❑ Show secondary containment for
agency from which an industrial
rinsewater from parts cleaning into
exterior work areas where motor
waste discharge permit will be
storm drains.
oil, brake fluid, gasoline, diesel
obtained and that the design meets
❑ No vehicle fluid removal shall be
fuel, radiator fluid, acid -containing
that agency's requirements.
performed outside a building, nor on
batteries or other hazardous
materials or hazardous wastes are
❑ State that there are no tanks,
containers or sinks to be used for
asphalt or ground surfaces, whether
inside or outside a building, except in
used or stored. Drains shall not be
parts cleaning or rinsing or, if there
such a manner as to ensure that any
installed within the secondary
are, note the agency from which an
spilled fluid will be in an area of
containment areas.
industrial waste discharge permit
secondary containment. Leaking
❑ Add a note on the plans that states
will be obtained and that the
vehicle fluids shall be contained or
either (1) there are no floor drains,
or (2) floor drains are connected to
wastewater pretreatment systems
prior to discharge to the sanitary
sewer and an industrial waste
discharge permit will be obtained.
design meets that agency's
requirements.
drained from the vehicle immediately.

No person shall leave unattended drip
❑ parts or other open containers
containing vehicle fluid, unless such
containers are in use or in an area of
secondary containment.

Refer to "Automotive Maintenance & Car
Care Best Management Practices for Auto
Body Shops, Auto Repair Shops, Car
Dealerships, Gas Stations and Fleet
Service Operations". Brochure can be
found at http://rcflood.org/stormwater/
Refer to Outdoor Cleaning Activities and
Professional Mobile Service Providers for
many of the Potential Sources of
Runoff Pollutants categories below.

Brochure can be found at
http://rcflood.org/ stormwater/

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 2
3 4
Potential Sources of
Permanent Controls —Show on
Permanent Controls —List in WQMP
Operational BMPs—Include in WQMP
Runoff Pollutants
WQMP Drawings
Table and Narrative
Table and Narrative
❑ L. Fuel Dispensing
❑ Fueling areas6 shall have
❑ The property owner shall dry sweep
Areas
impermeable floors (i.e., portland
cement concrete or equivalent
smooth impervious surface) that
are: a) graded at the minimum
slope necessary to prevent ponding;
and b) separated from the rest of
the site by a grade break that
prevents run-on of stormwater to
the maximum extent practicable.
the fueling area routinely.
❑ See the Fact Sheet SD -30 , "Fueling
Areas" in the CASQA Stormwater
Quality Handbooks at
www.cabmphandbooks.com
❑ Fueling areas shall be covered by a
canopy that extends a minimum of
ten feet in each direction from each
pump. [Alternative: The fueling
area must be covered and the
cover's minimum dimensions must
be equal to or greater than the area
within the grade break or fuel
dispensing areal.] The canopy [or
cover] shall not drain onto the
fueling area.
6 The fueling area shall be defined as the area extending a minimum of 6.5 feet from the corner of each fuel dispenser or the length at which the hose and nozzle assembly may be operated plus a minimum of one foot, whichever is greater.

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 2
3 4
Potential Sources of
Permanent Controls —Show on
Permanent Controls —List in WQMP
Operational BMPs—Include in WQMP
Runoff Pollutants
WQMP Drawings
Table and Narrative
Table and Narrative
❑ M. Loading Docks
❑ Show a preliminary design for the
loading dock area, including
roofing and drainage. Loading
docks shall be covered and/or
graded to minimize run-on to and
from the loading area. Roof
downspouts shall be positioned to
direct stormwater away from the
loading area. Water from loading
dock areas shall be drained to the
sanitary sewer, or diverted and
collected for ultimate discharge to
the sanitary sewer.
❑ Move loaded and unloaded items
indoors as soon as possible.
❑ See Fact Sheet SC -30, "Outdoor
Loading and Unloading," in the
CASQrunoff
Handb Stormwater Quality
Handbooks at
www.cabmphandbooks.com
❑ Loading dock areas draining
directly to the sanitary sewer shall
be equipped with a spill control
valve or equivalent device, which
shall be kept closed during periods
of operation.
❑ Provide a roof overhang over the
loading area or install door skirts
(cowling) at each bay that enclose
the end of the trailer.

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 Potential Sources of
Runoff Pollutants
2 Permanent Controls —Show on
WQMP Drawings
3 Permanent Controls —List in WQMP
Table and Narrative
4 Operational BMPs—Include in WQMP
Table and Narrative
❑ N. Fire Sprinkler Test
Water
❑ Provide a means to drain fire
sprinkler test water to the sanitary
sewer.
❑ See the note in Fact Sheet SC -41,
"Building and Grounds Maintenance,"
in the CASQA Stormwater Quality
Handbooks at
www.cabmphandbooks.com

0. Miscellaneous Drain
or Wash Water or Other
Sources
❑ Boiler drain lines
❑ Condensate drain lines
❑ Rooftop equipment
❑ Drainage sumps
Roofing, gutters, and
trim.
❑ Other sources
❑ Boiler drain lines shall be directly
or indirectly connected to the
sanitary sewer system and may not
discharge to the storm drain
❑ system.

Condensate drain lines may
discharge to landscaped areas if the
flow is small enough that runoff
will not occur. Condensate drain
lines may not discharge to the
❑ storm drain system.

Rooftop equipment with potential
to produce pollutants shall be
❑ roofed and/or have secondary
containment.

Any drainage sumps on -site shall
❑ feature a sediment sump to reduce
the quantity of sediment in
pumped water.

Avoid roofing, gutters, and trim
made of copper or other
unprotected metals that may leach
into runoff.

Include controls for other sources
as specified by local reviewer.

STORMWATER POLLUTANT SOURCES/SOURCE CONTROL CHECKLIST

IF THESE SOURCES WILL BE
ON THE PROJECT SITE ...
... THEN YOUR WQMP SHOULD INCLUDE THESE SOURCE CONTROL BMPs, AS APPLICABLE 1 2
3 4
Potential Sources of
Permanent Controls —Show on
Permanent Controls —List in WQMP
Operational BMPs—Include in WQMP
Runoff Pollutants
WQMP Drawings
Table and Narrative
Table and Narrative
4 P. Plazas, sidewalks,
and parking lots.

X Sweep plazas, sidewalks, and parking
lots regularly to prevent accumulation
of litter and debris. Collect debris from
pressure washing to prevent entry into
the storm drain system. Collect
washwater containing any cleaning
agent or degreaser and discharge to
the sanitary sewer not to a storm drain.

Appendix 9: O&M
Operation and Maintenance Plan and Documentation of Finance, Maintenance and Recording Mechanisms - 38 -

Operation and Maintenance
Responsible
Party
BMP
Description of BMP and Method of Implementation
Maintenance
Schedule
Owner
Education for Property
Owners and Tenants
The property owner shall familiarize him/herself with the WQMP document and content, including BMP educational
materials in Appendix 6 this WQMP and shall ensure that all occu ants are also educated on stormwater BMPs.
yearly
Owner
Activity Restrictions
Owner shall control site activities to prevent or reduce runoff pollutant. Activity restriction listed per attachment in this WQMP and owner or owner's representative shall monitor
all activities on site during business hours to prevent pollutants in site runoff.

N/A
Owner
Landscape
Management
Maintenance shall be conducted by a landscape contractor on a weekly basis to verify that the irrigation system is functioning properly and to repair as needed. Landscape contractor will also verify that there are no leaks or run-off from landscape areas. Adjust irrigation heads and systems run times as necessary to prevent overwatering of
vegetation, overspray or run-off from landscape areas to ensure the health and aesthetic quality of the landscape.

Mowing and trimming waste shall be properly removed from the site and herbicides, pesticides and fertillizers shall be properly applied to prevent storm drainage contamination.

Weekly
Owner
BMP Maintenance
The owner and/or his maintenance contractor shall
regularly inspect the proposed BMP systems for signs of erosion or sediment and debris buildup and clean/repair as needed (see form g-1 for a listing of all BMP maintenance items).

As Needed
Owner
Spill Contingency Plan
All hazardous and non -hazardous material spills will be cleaned up and disposed of immediately. The Property
Owner shall report all spill incidents to the City of Perris and County Fire Hazmat and shall provide Documentation,
Education of Cleanup Procedure, Notify Responsible Agency.

Yearly
Owner
Litter/Debris Control
Program
Litter and debris will be collected and deposited in
appropriate covered receptacles as part of the regular
sweeping/cleaning program. Any accumulated trash or
debris onsite will be removed and disposed of properly on a weekly basis.

Weekly or
as needed
Owner
Employee Training
The owner will ensure that tenants are also familiar with onsite BMPs and necessary maintenance required by the
tenants/employees. Owner will check with City and County at least once a year to obtain new or updated educational materials and provide these materials to tenants/employees.

Employees shall be trained to cleanup spills and participate in ongoing maintenance. The WQMP requires annual
employee training and new hires within 2 months.
yearly
Owner
Parking Lot Sweeping
The parking lots will be swept regularly. Private onsite street entrances and parking lots will be thoroughly swept annually before the rainy season and weekly to remove accumulated sediment and debris.

Weekly or
as needed

Operation and Maintenance
Responsible
Party
BMP
Description of BMP and Method of Implementation
Maintenance
Schedule
Owner
Comply with all other
applicable NPDES
During the construction phase of this project, the applicant shall file a Notice of Intent for coverage under the GCP and acquire a WDID # to demonstrate compliance with the
General Construction Permit. As necessary, future
occupants of this site shall apply for coverage under the General Industrial Permit or Region 8, Sector Specific
Permit.

N/A
Owner
Storm Drain Signage
All on -site drainage inlets will be stenciled or signage will be provided that indicates "NO DUMPING, DRAINS TO RIVER"
or equivalent.

Annually or
as needed
to maintain
legibility
Owner
Trash Storage Area
All trash enclosures on this site shall have a solid roof cover to prevent dumpster contents and enclosure from coming
into contact with rainwater. Shall comply with CASQA SD -

32. weekly
Owner
Efficient Irrigation
The irrigation system will include devices to prevent low head drainage, overspray and run off through the use of pressure regulating devices, check valves, flow sensors, proper spacing, low precipitation emission devices and ET or weather based controllers. Landscaping and irrigation shall be consistent with the State Model Water Efficient
Landscape Ordinance and the City of Perris Landscape
Development Standards. Plants installed will be arranged according to similar hydro -zones and meet the required water budget for the site. Landscape areas used for water quality swales or infiltration areas shall have proper plants for saturated soils, drought tolerance and erosion control qualities. Shade trees shall be used to intercept rainwater and reduce heat gain on paving.

Weekly or
as needed
for repair
Owner
Site Design and
Landscape Planning
Inspect side slope of basin for erosion. Repair eroded areas.

Inspect riprap at basin, replace misplaced/missing rock.

Inspect depth of riprap and replace as necessary.

Annually or
after storm
event
Owner
Infiltration Basin
(Private)
Inspect semi-annually at beginning and end of wet season to identify potential problems such as erosion of the slopes near around the basin. Remove accumulated trash/debris at the start and end of the wet season Inspect for standing water at the end of the wet season and by inspecting within 48 hours of significant rain events. Check for surface ponding. If ponding occurs, provide a fresh infiltration surface by excavating and replacing 2-4 inches of soil.

Semi -
Annual,
before Wet
Season
(October i)
and midway
through the
wet season
or by Feb 1.

Maintenance
Responsibility
Funding Mechanism
for Maintenance
Maintenanc
e Costs
BMP
Use
d
Not
Uae
Owne
r **
City
Count
Y
Flood
Distil
ri
Owne
r
Develop
er
Publi
c *
1 -year
($)
2 year
($)
Hydro seeding
&
Mulching
Private
N/A
N/A
•
it
•
•
•
•
•
•
•
Landscape
Private
1000
2000
•
I
•
•
•
/1
•
•
Landscape
Public
250
500
@
•
•
@
•
•
•
•
@
Lawns
•
/1
•
•
•
•
•
•
•
N/A
N/A
Impervious
permanent
cover
(concrete/
asphalt)
Private
i,000
2,000
@
•
//
•
•
•
@
•
■
Impervious
permanent
cover
(concrete/
asphalt) Public
250
500
it
•
•
it
•
•
•
•
it
Pervious
permanent
cover (gravel)
N/A
N/A
•

•
•
•
•
•
•
•
Down drains
it
■
//
•
•
•
@
•
•
100
200
Ribbon Gutter
Private
N/A
N/A
•

•
■
•
•
•
•
•
Ribbon Gutter
Public
N/A
N/A
•
,1
•
•
•
•
•
•
•
Curb & gutter
Private
,/
•
/1
•
•
•
r
•
•
250
500

Curb & gutter
Public
250
500
0 •
•
0 •
•
•
•
0 Storm Drain •
Private

50o
moo
V
L
Storm Drain
Public
N/A
N/A
•
A
Infiltration
Basin
N/A
N/A
•
0 Education
Materials

Free
Free
,
•
•
V
Vehicle Wash
Area

N/A
N/A
•

•
•
•
•
Catch
Basin/Inlet
Stenciling
100
200
,
■
L
•
•
■
V
■
■

Post Construction — Operations and Maintenance
This O&M Plan describes the designated responsible party for implementation of this WQMP, including:
operation and maintenance of all the structural BMP(s), conducting the training/educational program and duties, and any other necessary activities. The O&M Plan includes detailed inspection and maintenance requirements for all structural BMPs, including copies of any maintenance contract agreements, manufacturer's maintenance requirements, permits, etc.

1. Project Information
APN: 418-290-023
Address: EAST 1ST STREET, BEAUMONT, CA 92223
Site Size: 43,020 S.F.

2. Responsible Party
The responsible party (RP) for implementation of this WQMP is:

Owner Name: JACK LANPHERE
Title: OWNER
Company: BEAUMONT GATEWAY PLAZA, LLC
Address: 3419 VIA LIDO #641, NEWPORT BEACH, CA 92663
Telephone #: (909) 229-0125

3. Record Keeping
Parties responsible for the O&M plan shall retain records for at least 5 years.

All training and educational activities and BMP operation and maintenance shall be documented verify compliance with this O&M Plan. A sample Training Log and Inspection and Maintenance Log are included in Appendix 9 of this document.

The BMP Operation & Maintenance Log form (Appendix 9) shall be completed accurately and retained as part of this document.

4. Vector Control
Standing water which exists for longer than 72 hours may contribute to mosquito breeding areas. Best Management Practices (BMPs) shall be inspected for standing water on a regular basis. Standing water may indicate that the BMP is not functioning properly and proper action to remedy the situation shall be taken in a timely manner. elimination of standing water and managing garbage, lawn clippings, and pet droppings, can help decrease the presence of mosquitoes and flies in the area.

The County Vector Control District may be contacted for more information and support.

5. Inspections
The local jurisdiction may conduct a site inspection to evaluate compliance with the project specific WQMP. This document, including the appendix logs and the applicable WQMP should be shown to the inspector, as proof of maintenance.

6. Annual BMP Maintenance Budget
Annual estimate is $460: 8 labor Hours @ $45/hour = $360 + Debris Removal/Haul-off = $100

Maintenance Responsibility
With BEAUMONT GATEWAY PLAZA, LLC development project site being in the City of Beaumonts's limits, the property owner's ongoing maintenance responsibilities, site design and treatment BMPs have been designed to keep maintenance efforts in line with project maintenance activities.

Maintenance Responsibilities: Infiltration Basin, Landscape maintenance of common areas, maintenance of parking areas.

General Operation and Maintenance Activities
Operation and maintenance (O&M) activities are described below. The categories of O&M activities are "routine" and "major" where routine refer to activity conducted on a regular schedule, whereas major refers to infrequent activities triggered mainly by need. Each category and its respective activities are described in the following sections.

Routine Operation and Maintenance Activities
O&M responsibility, initially by Developer/Builder until PROPERTY OWNER, O&M, normally performed by PROPERTY OWNER as part of normal/scheduled maintenance activities.

Site Inspection
The storm drain inlets will be inspected on a regular, scheduled basis to ensure that the facility is operating properly, to record observations, and to initiate any actions that may be required. While the frequency of site inspections may vary depending on the season, it will typically be on a monthly basis.

Trash & Debris Removal
Litter may be picked up at any time during site visits for other purposes. Regular, scheduled trash/debris removal will be performed at all sites on a quarterly basis and/or after storm events that result in heavy trash accumulations.

Minor Vegetation Removal/Thinning
Vegetation growth will be inspected annually, and removed or thinned as necessary. Vegetation at inlets and outlets will be manually or mechanically removed if vegetation is found to be clogging or otherwise affecting the operation of the facility. Access roads will remain clear of vegetation and obstructions.

Significant vegetation removal is covered under the major maintenance activities section below.

Snag Removal
This work typically includes the removal of sticks, dead branches, brush, and small trees that block water flow or otherwise interfere with the operations. This work may be performed as needed on a quarterly basis.

Minor Sediment Removal
It is expected that there will be a minor amount of sediment deposition at points within the storm drain inlet. When such deposits obstruct water flow, the deposits will be removed.

Infiltration Basin:

Facility:

Maintained By:

O&M:

Infiltration Basin
Property Owner
Inspect inlet, remove trash and debris on a monthly basis. If 48 hour drawdown is not achieved, owner will re -scarify a minimum of 2" on bottom to provide fresh infiltration surface.

BMP OPERATION & MAINTENANCE LOG

BEAUMONT GATEWAY PLAZA, LLC
Today's Date:

Person Performing Activity (Printed):

Signature:

BMP Name
(As Shown in O&M Plan)
Brief Description of Implementation, Maintenance, and
Inspection Activity Performed

EDUCATIONAL LOG

BEAUMONT GATEWAY PLAZA, LLC
Date of Training/Educational Activity:

Person Performing Activity (Printed):

Signature:

Topic of Training/Educational Activity:

Name of Partici • ant
Si ' nature of Partici • ant
Date of Training/Educational Activity:

Person Performing Activity (Printed):

Signature:

Topic of Training/Educational Activity:

Appendix 10: Educational Materials
BMP Fact Sheets, Maintenance Guidelines and Other End -User BMP Information - 39 -

3.1 INFILTRATION BASIN
Type of BMP LID - Infiltration
Treatment Mechanisms Infiltration, Evapotranspiration (when vegetated), Evaporation, and Sedimentation
Maximum Treatment Area 50 acres
I
Other Names Bioinfiltration Basin
Description
An Infiltration Basin is a flat earthen basin
designed to capture the design capture volume,
VgMp. The stormwater infiltrates through the
bottom of the basin into the underlying soil over
a 72 hour drawdown period. Flows exceeding
VgMp must discharge to a downstream
conveyance system. Trash and sediment
accumulate within the forebay as stormwater
passes into the basin. Infiltration basins are
highly effective in removing all targeted
pollutants from stormwater runoff.

Figure 1— Infiltration Basin
See Appendix A, and Appendix C, Section 1 of Basin Guidelines, for additional requirements.

Siting Considerations
The use of infiltration basins may be restricted by concerns over ground water contamination, soil permeability, and clogging at the site. See the applicable WQMP for any specific feasibility considerations for using infiltration BMPs. Where this BMP is being used, the soil beneath the basin must be thoroughly evaluated in a geotechnical report since the underlying soils are critical to the basin's long term performance. To protect the basin from erosion, the sides and bottom of the basin must be vegetated, preferably with native or low water use plant species.

In addition, these basins may not be appropriate for the following site conditions:
• Industrial sites or locations where spills of toxic materials may occur • Sites with very low soil infiltration rates
• Sites with high groundwater tables or excessively high soil infiltration rates, where pollutants can affect ground water quality
• Sites with unstabilized soil or construction activity upstream • On steeply sloping terrain
• Infiltration basins located in a fill condition should refer to Appendix A of this Handbook for details on special requirements/restrictions Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012

INFILTRATION BASIN BMP FACT SHEET
Setbacks
Always consult your geotechnical engineer for site specific recommendations regarding setbacks for infiltration trenches. Recommended setbacks are needed to protect buildings, existing trees, walls, onsite or nearby wells, streams, and tanks. Setbacks should be considered early in the design process since they can affect where infiltration facilities may be placed and how deep they are allowed to be. For instance, depth setbacks can dictate fairly shallow facilities that will have a larger footprint and, in some cases, may make an infiltration basin infeasible. In that instance, another BMP must be selected.

Infiltration basins typically must be set back:
• 10 feet from the historic high groundwater (measured vertically from the bottom of the basin, as shown in Figure 2)
• 5 feet from bedrock or impermeable surface layer (measured vertically from the bottom of the basin, as shown in Figure 2)
• From all existing mature tree drip lines as indicated in Figure 2 (to protect their root structure)
• 100 feet horizontally from wells, tanks or springs
Setbacks to walls and foundations must be included as part of the Geotechnical Report. All other setbacks shall be in accordance with applicable standards of the District's Basin Guidelines (Appendix C).

Figure 2 — Setback Requirements

HISTORIC HIGH GROUNDWATER LEVE
Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012

INFILTRATION BASIN BMP FACT SHEET
Forebav
A concrete forebay shall be provided to reduce sediment clogging and to reduce erosion. The forebay shall have a design volume of at least 0.5% VBMP and a minimum 1 foot high concrete splashwall / berm. Full height notch -type weir(s), offset from the line of flow from the basin inlet to prevent short circuiting, shall be used to outlet the forebay. It is recommended that two weirs be used and that they be located on opposite sides of the forebay (see Figure 2).

Overflow
Flows exceeding VBMP must discharge to an acceptable downstream conveyance system. Where an adequate outlet is present, an overflow structure may be used. Where an embankment is present, an emergency spillway may be used instead. Overflows must be placed just above the design water surface for VBMP and be near the outlet of the system. The overflow structure shall be similar to the District's Standard Drawing CB 110. Additional details may be found in the District's Basin Guidelines (Appendix C).

Concrete impact
wa'I/berm with weir(s)
offset from inlet
Concrete
forebay
Inlet
Pipe inlet
Maintenance access
Either CB 110 overflow
outlet or emergency
spillway may be used
at embankment
PLAN
Concrete impact
wall with full height
weir(s)
Water surface
at Veep L
Flat basin floor
1' min with native grass

PROFILE
de= 5.0'
max. depth
Figure 3 — Infiltration Basin
Overflow Outlet
Per District
Standard Drawing
CB 110 (or similar).

Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012

INFILTRATION BASIN BMP FACT SHEET
Landscaping Requirements
Basin vegetation provides erosion protection, improves sediment removal and assists in allowing infiltration to occur. The basin surface and side slopes shall be planted with native grasses. Proper landscape management is also required to ensure that the vegetation does not contribute to water pollution through pesticides, herbicides, or fertilizers. Landscaping shall be in accordance with County of Riverside Ordinance 859 and the District's Basin Guidelines (Appendix C), or other guidelines issued by the Engineering Authority.

Maintenance
Normal maintenance of an infiltration basin includes the maintenance of landscaping, debris and trash removal from the surface of the basin, and tending to problems associated with standing water (vectors, odors, etc.). Significant ponding, especially more than 72 hours after an event, may indicate that the basin surface is no longer providing sufficient infiltration and requires aeration. See the District's Basin Guidelines (Appendix C) for additional requirements (i.e., fencing, maintenance access, etc.).

Table 1- Inspection and Maintenance
Schedule
Inspection and Maintenance Activity
Ongoing including just
before annual storm
seasons and following
rainfall events.
• Maintain vegetation as needed. Use of fertilizers, pesticides and herbicides should be strenuously avoided to ensure they don't contribute to water pollution. If appropriate native plant selections and other IPM methods are used, such products shouldn't be needed. If such projects are used,
o Products shall be applied in accordance with their labeling, especially in relation to application to water, and in areas subjected to flooding. o Fertilizers should not be applied within 15 days before, after, or during the rain season.
• Remove debris and litter from the entire basin to minimize clogging and improve aesthetics.
• Check for obvious problems and repair as needed. Address odor, insects, and overgrowth issues associated with stagnant or standing water in the basin bottom.

There should be no long-term ponding water.
• Check for erosion and sediment laden areas in the basin. Repair as needed. Clean forebay if needed.
• Revegetate side slopes where needed.

Annually. If possible,
schedule these inspections
within 72 hours after a
significant rainfall.
• Inspection of hydraulic and structural facilities. Examine the inlet for blockage, the embankment and spillway integrity, as well as damage to any structural element. • Check for erosion, slumping and overgrowth. Repair as needed. • Check basin depth for sediment build up and reduced total capacity. Scrape bottom as needed and remove sediment. Restore to original cross-section and infiltration rate. Replant basin vegetation.
• Verify the basin bottom is allowing acceptable infiltration. Use a disc or other method to aerate basin bottom only if there is actual significant loss of infiltrative capacity, rather than on a routine basis'.

No water should be present 72 hours after an event. No long term standing water should be present at all. No algae formation should be visible. Correct problem as needed.

1. CA Stormwater BMP Handbook for New Development and Significant Redevelopment Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012

INFILTRATION BASIN BMP FACT SHEET
Table 2 - Design and Sizing Criteria for Infiltration Basins Design Parameter
Infiltration Basin
Design Volume '
VBMP
Forebay Volume

0.5% VBMP
Drawdown time (maximum)
72 hours
Maximum tributary area
50 acres 2
Minimum infiltration rate
Must be sufficient to drain the basin within the
required Drawdown time over the life of the BMP.

The WQMP may include specific requirements for
minimum tested infiltration rates.

Maximum Depth
5 feet
Spillway erosion control
Energy dissipators to reduce velocities'
Basin Slope
0%
Freeboard (minimum)
1 foot 1
Historic High Groundwater Setback (max)
10 feet
Bedrock/impermeable layer setback (max)
5 feet
Tree setbacks
Mature tree drip line must not overhang the basin
Set back from wells, tanks or springs
100 feet
Set back from foundations
As recommended in Geotechnical Report

1. Ventura County's Technical Guidance Manual for Stormwater Quality Control Measures

2. CA Stormwater BMP Handbook for New Development and Significant Redevelopment Note: The information contained in this BMP Factsheet is intended to be a summary of design considerations and requirements. Additional information which applies to all detention basins may be found in the District's Basin Guidelines (Appendix C). In addition, information herein may be superseded by other guidelines issued by the co-permittee.

INFILTRATION BASIN SIZING PROCEDURE

1. Find the Design Volume, VBMP.
a) Enter the Tributary Area, AT.
b) Enter the Design Volume, VBMP, determined from Section 2.1 of this Handbook.

2. Determine the Maximum Depth.
a) Enter the infiltration rate. The infiltration rate shall be established as described in Appendix A: "Infiltration Testing".
b) Enter the design Factor of Safety from Table 1 in Appendix A: "Infiltration Testing". c) The spreadsheet will determine D1, the maximum allowable depth of the basin based on the infiltration rate along with the maximum drawdown time (72 hours) and the Factor of Safety.

D1 = [(t) x (I)] / 12s
Where I = site infiltration rate (in/hr)
s = safety factor
t = drawdown time (maximum 72 hours)
Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012

INFILTRATION BASIN BMP FACT SHEET
g)
d) Enter the depth of freeboard.
e) Enter the depth to the historic high groundwater level measured from the top of the basin.
f) Enter the depth to the top of bedrock or other impermeable layer measured from the finished grade.

The spreadsheet will determine D2, the total basin depth (including freeboard, if used) of the basin, based on restrictions to the depth by groundwater and an impermeable layer.

D2= Depth to groundwater — (10 + freeboard) (ft);
or
D2= Depth to impermeable layer — (5 + freeboard) (ft)
Whichever is least.
h) The spreadsheet will determine the maximum allowable effective depth of basin, DMAx, based on the smallest value between D1 and D2. DMAx is the maximum depth of water only and does not include freeboard. DMAx shall not exceed 5 feet.

3. Basin Geometry
a) Enter the basin side slopes, z (no steeper than 4:1). b) Enter the proposed basin depth, dB excluding freeboard. c) The spreadsheet will determine the minimum required surface area of the basin:

As = VBMP/ dB
Where As = minimum area required (ft2)
VBMP = volume of the infiltration basin (ft3)
dB= proposed depth not to exceed maximum allowable depth, DMAx (ft) d) Enter the proposed bottom surface area. This area shall not be less than the minimum required surface area.

4. Forebay
A concrete forebay with a design volume of at least 0.5% VBMP and a minimum 1 foot high concrete splashwall shall be provided. Full -height rectangular weir(s) shall be used to outlet the forebay. The weir(s) must be offset from the line of flow from the basin inlet. It is recommended that two weirs be used and that they be located on opposite sides of the forebay (see Figure 2).
a) The spreadsheet will determine the minimum required forebay volume based on 0.5% VBMP•
b) Enter the proposed depth of the forebay berm/splashwall (lfoot minimum). c) The spreadsheet will determine the minimum required forebay surface area. d) Enter the width of rectangular weir to be used (minimum 1.5 inches). Weir width should be established based on a 5 minute drawdown time.

Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012

Site Design & Landscape Planning SD -10
Design Objectives
O Maximize Infiltration
RI Provide Retention
• Slow Runoff
• Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutants
Collect and Convey
Description
Each project site possesses unique topographic, hydrologic, and vegetative features, some of which are more suitable for development than others. Integrating and incorporating appropriate landscape planning methodologies into the project design is the most effective action that can be done to minimize surface and groundwater contamination from stormwater.

Approach
Landscape planning should couple consideration of land suitability for urban uses with consideration of community goals and projected growth. Project plan designs should conserve natural areas to the extent possible, maximize natural water storage and infiltration opportunities, and protect slopes and channels.

Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment.

Design Considerations
Design requirements for site design and landscapes planning should conform to applicable standards and specifications of agencies with jurisdiction and be consistent with applicable General Plan and Local Area Plan policies.
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SD -10 Site Design & Landscape Planning
Designing New Installations
Begin the development of a plan for the landscape unit with attention to the following general principles:
• Formulate the plan on the basis of clearly articulated community goals. Carefully identify conflicts and choices between retaining and protecting desired resources and community growth.
• Map and assess land suitability for urban uses. Include the following landscape features in the assessment: wooded land, open unwooded land, steep slopes, erosion -prone soils, foundation suitability, soil suitability for waste disposal, aquifers, aquifer recharge areas, wetlands, floodplains, surface waters, agricultural lands, and various categories of urban land use. When appropriate, the assessment can highlight outstanding local or regional resources that the community determines should be protected (e.g., a scenic area, recreational area, threatened species habitat, farmland, fish run). Mapping and assessment should recognize not only these resources but also additional areas needed for their sustenance.

Project plan designs should conserve natural areas to the extent possible, maximize natural water storage and infiltration opportunities, and protect slopes and channels.

Conserve Natural Areas during Landscape Planning
If applicable, the following items are required and must be implemented in the site layout during the subdivision design and approval process, consistent with applicable General Plan and Local Area Plan policies:
• Cluster development on least -sensitive portions of a site while leaving the remaining land in a natural undisturbed condition.
■ Limit clearing and grading of native vegetation at a site to the minimum amount needed to build lots, allow access, and provide fire protection.
■ Maximize trees and other vegetation at each site by planting additional vegetation, clustering tree areas, and promoting the use of native and/or drought tolerant plants. • Promote natural vegetation by using parking lot islands and other landscaped areas. ■ Preserve riparian areas and wetlands.

Maximize Natural Water Storage and Infiltration Opportunities Within the Landscape Unit • Promote the conservation of forest cover. Building on land that is already deforested affects basin hydrology to a lesser extent than converting forested land. Loss of forest cover reduces interception storage, detention in the organic forest floor layer, and water losses by evapotranspiration, resulting in large peak runoff increases and either their negative effects or the expense of countering them with structural solutions. • Maintain natural storage reservoirs and drainage corridors, including depressions, areas of permeable soils, swales, and intermittent streams. Develop and implement policies and 2 of 4 California Stormwater BMP Handbook
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Site Design & Landscape Planning SD -10
regulations to discourage the clearing, filling, and channelization of these features. Utilize them in drainage networks in preference to pipes, culverts, and engineered ditches. • Evaluating infiltration opportunities by referring to the stormwater management manual for the jurisdiction and pay particular attention to the selection criteria for avoiding groundwater contamination, poor soils, and hydrogeological conditions that cause these facilities to fail. If necessary, locate developments with large amounts of impervious surfaces or a potential to produce relatively contaminated runoff away from groundwater recharge areas.

Protection of Slopes and Channels during Landscape Design ■ Convey runoff safely from the tops of slopes.
• Avoid disturbing steep or unstable slopes.
• Avoid disturbing natural channels.
• Stabilize disturbed slopes as quickly as possible.
• Vegetate slopes with native or drought tolerant vegetation. • Control and treat flows in landscaping and/or other controls prior to reaching existing natural drainage systems.
• Stabilize temporary and permanent channel crossings as quickly as possible, and ensure that increases in run-off velocity and frequency caused by the project do not erode the channel. • Install energy dissipaters, such as riprap, at the outlets of new storm drains, culverts, conduits, or channels that enter unlined channels in accordance with applicable specifications to minimize erosion. Energy dissipaters shall be installed in such a way as to minimize impacts to receiving waters.
• Line on -site conveyance channels where appropriate, to reduce erosion caused by increased flow velocity due to increases in tributary impervious area. The first choice for linings should be grass or some other vegetative surface, since these materials not only reduce runoff velocities, but also provide water quality benefits from filtration and infiltration. If velocities in the channel are high enough to erode grass or other vegetative linings, riprap, concrete, soil cement, or geo-grid stabilization are other alternatives. ■ Consider other design principles that are comparable and equally effective.

Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of " redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed.

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SD -10 Site Design & Landscape Planning
Redevelopment may present significant opportunity to add features which had not previously been implemented. Examples include incorporation of depressions, areas of permeable soils, and swales in newly redeveloped areas. While some site constraints may exist due to the status of already existing infrastructure, opportunities should not be missed to maximize infiltration, slow runoff, reduce impervious areas, disconnect directly connected impervious areas.

Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.

Stormwater Management Manual for Western Washington, Washington State Department of Ecology, August 2001.

Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.

Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.

Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
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Rain Garden
Roof Runoff Controls SD -11
Design Objectives
• Maximize Infiltration
O Provide Retention
• Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
O Contain Pollutants
Collect and Convey
Description
Various roof runoff controls are available to address stormwater that drains off rooftops. The objective is to reduce the total volume and rate of runoff from individual lots, and retain the pollutants on site that may be picked up from roofing materials and atmospheric deposition. Roof runoff controls consist of directing the roof runoff away from paved areas and mitigating flow to the storm drain system through one of several general approaches: cisterns or rain barrels; dry wells or infiltration trenches; pop-up emitters, and foundation planting. The first three approaches require the roof runoff to be contained in a gutter and downspout system. Foundation planting provides a vegetated strip under the drip line of the roof.

Approach
Design of individual lots for single-family homes as well as lots for higher density residential and commercial structures should consider site design provisions for containing and infiltrating roof runoff or directing roof runoff to vegetative swales or buffer areas. Retained water can be reused for watering gardens, lawns, and trees. Benefits to the environment include reduced demand for potable water used for irrigation, improved stormwater quality, increased groundwater recharge, decreased runoff volume and peak flows, and decreased flooding potential.

Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment.

Design Considerations
Designing New Installations
Cisterns or Rain Barrels
One method of addressing roof runoff is to direct roof downspouts to cisterns or rain barrels. A cistern is an above ground storage vessel with either a manually operated valve or a permanently open outlet. Roof runoff is temporarily stored and then released for irrigation or infiltration between storms. The number of rain 1 of 3
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SD -11 Roof Runoff Controls
barrels needed is a function of the rooftop area. Some low impact developers recommend that every house have at least 2 rain barrels, with a minimum storage capacity of i000 liters. Roof barrels serve several purposes including mitigating the first flush from the roof which has a high volume, amount of contaminants, and thermal load. Several types of rain barrels are commercially available. Consideration must be given to selecting rain barrels that are vector proof and childproof. In addition, some barrels are designed with a bypass valve that filters out grit and other contaminants and routes overflow to a soak -away pit or rain garden.

If the cistern has an operable valve, the valve can be closed to store stormwater for irrigation or infiltration between storms. This system requires continual monitoring by the resident or grounds crews, but provides greater flexibility in water storage and metering. If a cistern is provided with an operable valve and water is stored inside for long periods, the cistern must be covered to prevent mosquitoes from breeding.

A cistern system with a permanently open outlet can also provide for metering stormwater runoff. If the cistern outlet is significantly smaller than the size of the downspout inlet (say V4 to 1/2 inch diameter), runoff will build up inside the cistern during storms, and will empty out slowly after peak intensities subside. This is a feasible way to mitigate the peak flow increases caused by rooftop impervious land coverage, especially for the frequent, small storms.

Dry wells and Infiltration Trenches
Roof downspouts can be directed to dry wells or infiltration trenches. A dry well is constructed by excavating a hole in the ground and filling it with an open graded aggregate, and allowing the water to fill the dry well and infiltrate after the storm event. An underground connection from the downspout conveys water into the dry well, allowing it to be stored in the voids. To minimize sedimentation from lateral soil movement, the sides and top of the stone storage matrix can be wrapped in a permeable filter fabric, though the bottom may remain open. A perforated observation pipe can be inserted vertically into the dry well to allow for inspection and maintenance.

In practice, dry wells receiving runoff from single roof downspouts have been successful over long periods because they contain very little sediment. They must be sized according to the amount of rooftop runoff received, but are typically 4 to 5 feet square, and 2 to 3 feet deep, with a minimum of i-foot soil cover over the top (maximum depth of io feet).

To protect the foundation, dry wells must be set away from the building at least 10 feet. They must be installed in solids that accommodate infiltration. In poorly drained soils, dry wells have very limited feasibility.

Infiltration trenches function in a similar manner and would be particularly effective for larger roof areas. An infiltration trench is a long, narrow, rock -filled trench with no outlet that receives stormwater runoff. These are described under Treatment Controls.

Pop-up Drainage Emitter
Roof downspouts can be directed to an underground pipe that daylights some distance from the building foundation, releasing the roof runoff through a pop-up emitter. Similar to a pop-up irrigation head, the emitter only opens when there is flow from the roof. The emitter remains flush to the ground during dry periods, for ease of lawn or landscape maintenance. 2 of 3 California Stormwater BMP Handbook
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Roof Runoff Controls SD -11
Foundation Planting
Landscape planting can be provided around the base to allow increased opportunities for stormwater infiltration and protect the soil from erosion caused by concentrated sheet flow coming off the roof. Foundation plantings can reduce the physical impact of water on the soil and provide a subsurface matrix of roots that encourage infiltration. These plantings must be sturdy enough to tolerate the heavy runoff sheet flows, and periodic soil saturation.

Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of " redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed.

Supplemental Information
Examples
• City of Ottawa's Water Links Surface —Water Quality Protection Program • City of Toronto Downspout Disconnection Program
• City of Boston, MA, Rain Barrel Demonstration Program Other Resources
Hager, Marty Catherine, Stormwater, "Low -Impact Development", January/February 2003. www.stormh2o.com
Low Impact Urban Design Tools, Low Impact Development Design Center, Beltsville, MD. www.lid-stormwater.net
Start at the Source, Bay Area Stormwater Management Agencies Association, 1999 Edition January 2003
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New Development and Redevelopment
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Description
Efficient Irrigation SD -12
Design Objectives
• Maximize Infiltration
O Provide Retention
• Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutants
Collect and Convey
Irrigation water provided to landscaped areas may result in excess irrigation water being conveyed into stormwater drainage systems.

Approach
Project plan designs for development and redevelopment should include application methods of irrigation water that minimize runoff of excess irrigation water into the stormwater conveyance system.

Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.)
Design Considerations
Designing New Installations
The following methods to reduce excessive irrigation runoff should be considered, and incorporated and implemented where determined applicable and feasible by the Permittee:
• Employ rain -triggered shutoff devices to prevent irrigation after precipitation. ■ Design irrigation systems to each landscape area's specific water requirements. ■ Include design featuring flow reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines.
■ Implement landscape plans consistent with County or City water conservation resolutions, which may include provision of water sensors, programmable irrigation times (for short cycles), etc.
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SD -12 Efficient Irrigation
• Design timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water drainage system.
• Group plants with similar water requirements in order to reduce excess irrigation runoff and promote surface filtration. Choose plants with low irrigation requirements (for example, native or drought tolerant species). Consider design features such as:

Using mulches (such as wood chips or bar) in planter areas without ground cover to minimize sediment in runoff
Installing appropriate plant materials for the location, in accordance with amount of sunlight and climate, and use native plant materials where possible and/or as recommended by the landscape architect
Leaving a vegetative barrier along the property boundary and interior watercourses, to act as a pollutant filter, where appropriate and feasible - Choosing plants that minimize or eliminate the use of fertilizer or pesticides to sustain growth
■ Employ other comparable, equally effective methods to reduce irrigation water runoff.

Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of " redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed.

Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.

Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.

Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.

Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
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Description
Storm Drain Signage SD -13
Design Objectives
Maximize Infiltration
Provide Retention
Slow Runoff
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutants
Collect and Convey
Waste materials dumped into storm drain inlets can have severe impacts on receiving and ground waters. Posting notices regarding discharge prohibitions at storm drain inlets can prevent waste dumping. Storm drain signs and stencils are highly visible source controls that are typically placed directly adjacent to storm drain inlets.

Approach
The stencil or affixed sign contains a brief statement that prohibits dumping of improper materials into the urban runoff conveyance system. Storm drain messages have become a popular method of alerting the public about the effects of and the prohibitions against waste disposal.

Suitable Applications
Stencils and signs alert the public to the destination of pollutants discharged to the storm drain.

Signs are appropriate in residential, commercial, and industrial areas, as well as any other area where contributions or dumping to storm drains is likely.

Design Considerations
Storm drain message markers or placards are recommended at all storm drain inlets within the boundary of a development project. The marker should be placed in clear sight facing toward anyone approaching the inlet from either side. All storm drain inlet locations should be identified on the development site map.

Designing New Installations
The following methods should be considered for inclusion in the project design and show on project plans:
■ Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified, within the project area with prohibitive language. Examples include "NO DUMPING t .\1.111X14\I.1 �I� �l.\I1\ \111:

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SD -13 Storm Drain Signage
— DRAINS TO OCEAN" and/or other graphical icons to discourage illegal dumping. • Post signs with prohibitive language and/or graphical icons, which prohibit illegal dumping at public access points along channels and creeks within the project area.

Note - Some local agencies have approved specific signage and/or storm drain message placards for use. Consult local agency stormwater staff to determine specific requirements for placard types and methods of application.

Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. If the project meets the definition of "redevelopment", then the requirements stated under " designing new installations" above should be included in all project design plans.

Additional Information
Maintenance Considerations
• Legibility of markers and signs should be maintained. If required by the agency with jurisdiction over the project, the owner/operator or homeowner's association should enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards or signs.

Placement
• Signage on top of curbs tends to weather and fade.
• Signage on face of curbs tends to be worn by contact with vehicle tires and sweeper brooms.

Supplemental Information
Examples
• Most MS4 programs have storm drain signage programs. Some MS4 programs will provide stencils, or arrange for volunteers to stencil storm drains as part of their outreach program.

Other Resources
A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002.

Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002.

Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003.

Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002.
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Alternative Building Materials SD -21
Design Objectives
O Maximize Infiltration
O Provide Retention
O Source Control
Minimize Impervious Land
Coverage
Prohibit Dumping of Improper
Materials
Contain Pollutant
Collect and Convey
Description
Alternative building materials are selected instead of conventional materials for new construction and renovation. These materials reduce potential sources of pollutants in stormwater runoff by eliminating compounds that can leach into runoff, reducing the need for pesticide application, reducing the need for painting and other maintenance, or by reducing the volume of runoff.

Approach
Alternative building materials are available for use as lumber for decking, roofing materials, home siding, and paving for driveways, decks, and sidewalks.

Suitable Applications
Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment.

Design Considerations
Designing New Installations
Decking
One of the most common materials for construction of decks and other outdoor construction has traditionally been pressure treated wood, which is now being phased out. The standard treatment is called CCA, for chromated copper arsenate. The key ingredients are arsenic (which kills termites, carpenter ants and other insects), copper (which kills the fungi that cause wood to rot) and chromium (which reacts with the other ingredients to bind them to the wood). The amount of arsenic is far from trivial. A deck just 8 feet x 10 feet contains more than 11/3 pounds of this highly potent poison. Replacement materials include a new type of pressure treated wood, plastic and composite lumber.

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SD -21 Alternative Building Materials
There are currently over 20 products in the market consisting of plastic or plastic -wood composites. Plastic lumber is made from i00% recycled plastic, # 2 HDPE and polyethylene plastic milk jugs and soap bottles. Plastic -wood composites are a combination of plastic and wood fibers or sawdust. These materials are a long lasting exterior weather, insect, and chemical resistant wood lumber replacement for non structural applications. Use it for decks, docks, raised garden beds and planter boxes, pallets, hand railings, outdoor furniture, animal pens, boat decks, etc.

New pressure treated wood uses a much safer recipe, ACQ, which stands for ammoniacal copper quartenary. It contains no arsenic and no chromium. Yet the American Wood Preservers Association has found it to be just as effective as the standard formula. ACQ is common in Japan and Europe.

Roofing
Several studies have indicated that metal used as roofing material, flashing, or gutters can leach metals into the environment. The leaching occurs because rainfall is slightly acidic and slowly dissolved the exposed metals. Common traditional applications include copper sheathing and galvanized (zinc) gutters.

Coated metal products are available for both roofing and gutter applications. These products eliminate contact of bare metal with rainfall, eliminating one source of metals in runoff. There are also roofing materials made of recycled rubber and plastic that resemble traditional materials.

A less traditional approach is the use of green roofs. These roofs are not just green, they're alive.

Planted with grasses and succulents, low- profile green roofs reduce the urban heat island effect, stormwater runoff, and cooling costs, while providing wildlife habitat and a connection to nature for building occupants. These roofs are widely used on industrial facilities in Europe and have been established as experimental installations in several locations in the US, including Portland, Oregon. Their feasibility is questionable in areas of California with prolonged, dry, hot weather.

Paved Areas
Traditionally, concrete is used for construction of patios, sidewalks, and driveways. Although it is non-toxic, these paved areas reduce stormwater infiltration and increase the volume and rate of runoff. This increase in the amount of runoff is the leading cause of stream channel degradation in urban areas.

There are a number of alternative materials that can be used in these applications, including porous concrete and asphalt, modular blocks, and crushed granite. These materials, especially modular paving blocks, are widely available and a well established method to reduce stormwater runoff.

Building Siding
Wood siding is commonly used on the exterior of residential construction. This material weathers fairly rapidly and requires repeated painting to prevent rotting. Alternative "new" products for this application include cement -fiber and vinyl. Cement -fiber siding is a masonry product made from Portland cement, sand, and cellulose and will not burn, cup, swell, or shrink.
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Alternative Building Materials SD -21
Pesticide Reduction
A common use of powerful pesticides is for the control of termites. Chlordane was used for many years for this purpose and is now found in urban streams and lakes nationwide. There are a number of physical barriers that can be installed during construction to help reduce the use of pesticides.

Sand barriers for subterranean termites are a physical deterrent because the termites cannot tunnel through it. Sand barriers can be applied in crawl spaces under pier and beam foundations, under slab foundations, and between the foundation and concrete porches, terraces, patios and steps. Other possible locations include under fence posts, underground electrical cables, water and gas lines, telephone and electrical poles, inside hollow tile cells and against retaining walls.

Metal termite shields are physical barriers to termites which prevent them from building invisible tunnels. In reality, metal shields function as a helpful termite detection device, forcing them to build tunnels on the outside of the shields which are easily seen. Metal termite shields also help prevent dampness from wicking to adjoining wood members which can result in rot, thus making the material more attractive to termites and other pests. Metal flashing and metal plates can also be used as a barrier between piers and beams of structures such as decks, which are particularly vulnerable to termite attack.

Redeveloping Existing Installations
Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of "redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "designing new installations" above should be followed.

Other Resources
There are no good, independent, comprehensive sources of information on alternative building materials for use in minimizing the impacts of stormwater runoff. Most websites or other references to "green" or "alternative" building materials focus on indoor applications, such as formaldehyde free plywood and low VOC paints, carpets, and pads. Some supplemental information on alternative materials is available from the manufacturers.

Fires are a source of concern in many areas of California. Information on the flammability of alternative decking materials is available from the University of California Forest Product Laboratory (UCFPL) website at: http://www.ucfpl.ucop.edu/WDDeckIntro.htm January 2003
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BEAUMONT
- C !� 1 1 0 R N A
Staff Report
TO: City Council
FROM: Robert Vestal, Public Works Director
DATE February 20, 2024
SUBJECT: Improvement Agreement and Security
Description Subdivision Improvement Agreement and Security for Plot Plan 2019- 0253 for Public Street Improvements — Beyond Beaumont
Background and Analysis:

The City requires all developers to provide security for public improvements consisting of, but not limited to, sewer, street, storm drain, utility, and survey monuments per City of Beaumont Municipal Code 16.56.010.

PLOT PLAN 2019-0253 Beyond Beaumont
On Jan 12, 2021, Planning Commission approved Conditional Use Permit 2019-0042, 0043 (Project). The Project proposed a gas station with eight (8) fuel pumps with 16 dispensers, a 4,310 square foot canopy, 5,185 square foot convenience store with an off -sale general license (type12) for the sale of beer, wine and distilled spirits and attached 1,404 square foot drive-thru car wash on a 1.39 -acre project site. The project is located at 1189 E Sixth Street (APN 418-122-028). Refer to Figure 1 for vicinity map. 1 I
E 6i, 5'.

PROJECT LOCATION