Bellflower City Council
June 27, 2022

11-C
TO: Honorable Mayor and Members of the City Council
ATTENTION: Jeffrey L. Stewart, City Manager
FROM: Travis Sais, Assistant to the City Manager
DATE: June 27, 2022

SUBJECT: Consideration and possible action to conduct a public hearing to consider issuing one Cannabis Business Permit (“CBP”) for a distribution use at 8832 Ramona Street; and consider adopting Resolution No. 22-31 – A Resolution approving a Cannabis Business Permit to operate a cannabis distribution facility at 8832 Ramona Street; Applicant: Berenice Cristerna (Representing Dynasty Alliance Grow, Inc.).

EXECUTIVE SUMMARY
On March 21, 2022, City staff received one application for a Cannabis Business Permit (“CBP”) for a distribution use from Dynasty Alliance Grow, Inc., a current CBP permittee.

City staff and consultants reviewed the application to determine whether it complied with the requirements of Resolution No. 21-07, adopted on January 11, 2021, for additional CBPs.

Based upon the information available in the application and supplemental information provided by the applicant during the application review process, the application appears complete.

The Bellflower Municipal Code (“BMC”) requires that the City Council conduct a public hearing for applications to determine whether to issue CBPs.

RECOMMENDATION TO CITY COUNCIL

It is recommended that the City Council consider the following:
1) Open a public hearing and consider one distribution CBP; 2) After receiving testimonial and documentary evidence from the Applicant, close the public hearing and determine whether to issue the CBP to the Applicant by adopting Resolution No. 22-31; or
3) Alternatively, discuss and take other action related to this item.

FISCAL IMPACT
Cannabis permittees are required to pay the cannabis business tax (currently 1% of gross receipts for distribution), business license tax, and a $28,024 annual permit administration fee (in 2022). Additionally, permittees are required to provide $5,000 toward an education fund identified by the City Council, per each CBP that a permittee holds. The prorated annual permit administration and drug contribution fees for Dynasty Alliance Grow, Inc.’s distribution application are $14,434 and $2,575, respectively.

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Staff Report - Cannabis Business Permit for Distribution – Dynasty Alliance Grow, Inc.

June 27, 2022

PUBLIC NOTICE

A Notice of Public Hearing was published in the Herald American (Bellflower Edition) newspaper on June 16, 2022. Public hearing notices were sent on June 14, 2022 to 75 property owners within a 300’ radius of the project area and on June 16, 2022 posted at Clifton M. Brakensiek Library, City Hall, Bellflower Substation, Thompson Park, Simms Park, and Caruthers Park. Public hearing notice was also posted on the subject site on June 17, 2022.

ENVIRONMENTAL REVIEW
In accordance with the California Environmental Quality Act (Public Resources Code § 21000, et seq.; “CEQA”) and CEQA Guidelines (14 Cal. Code of Regs. § 15000, et seq.) the City determined that the applications for the CBPs consist of applications to operate businesses in existing commercial and industrial buildings that meet the definition for classes of projects exempt from additional environmental review under CEQA Guidelines § 15301 (Existing Facilities) and § 15302 (Replacement or Reconstruction).

APPLICATIONS
There is no established application deadline for additional distribution CBPs for Applicants who hold current manufacturing or cultivation CBP permittees per Resolution No. 21-07. Dynasty Alliance Grow, Inc. currently holds a cultivation CBP.

Dynasty Alliance Grow, Inc. (formerly BB&Y Logistics, LLC) – CU - CAN 17-23(A) On March 21, 2022, the Applicant submitted an application and partial application review fee payment seeking a distribution CBP at 8832 Ramona Street. The application review fee balance was paid the following day on March 22, 2022. The subject property is entitled with a cannabis-related CUP; additionally, the Applicant holds a CBP for a cultivation use (Resolution No. 17-88).

The Applicant’s application includes the original traffic and parking study from 2019 that shows there would be sufficient parking for the site and a business and operations plan that shows how it would integrate the distribution use into its current business plans. Staff determined that no additional traffic or parking analysis is required since the applicant indicated only one van will be moving product, which would not add an additional 36 AM or PM peak hour trips, and the parking provided already complies with the BMC. The application also includes a neighborhood safety plan, a community benefits plan and an environmental impact mitigation plan. The Applicant is applying for the additional distribution use to increase its ability to distribute its own cannabis product in Bellflower. The applicant indicated the distribution component would consist of moving the cannabis products between its cultivation site to another cannabis retailer, manufacturer, or distributor. The applicant indicated there will be no new construction with this project. It will utilize 458 square feet of existing office space for the distribution component.

The Applicant expects to open the distribution use in July or August 2022 (depending on when it receives its State Distribution License) and estimates its annual distribution gross revenues to be $1,189,171 for its first three years of being operational . Its purpose in obtaining a 2022 distribution CBP is to help facilitate its application for a State Distribution License with the Department of Cannabis Control. -2-

Staff Report - Cannabis Business Permit for Distribution – Dynasty Alliance Grow, Inc.

June 27, 2022

APPLICATION REVIEW
The application was reviewed by City staff and consultants retained by the City to assist with the processing and review of these applications to determine if proposed cannabis-related businesses met the standards established in the Cannabis Regulations.

Note that issuing a CBP is completely discretionary (see BMC § 14.08.045; Resolution No. 19-16); nothing requires the City Council to issue a CBP and nothing guarantees that any particular applicant will receive a CBP.

ATTACHMENTS
Resolution No. 22-31………………………………………………………………………………4 Distribution CBP Application – Dynasty Alliance Grow, Inc. ………………..…………..……17 -3-

CITY OF BELLFLOWER

RESOLUTION NO. 22-31

A RESOLUTION APPROVING A CANNABIS BUSINESS PERMIT TO
OPERATE A CANNABIS DISTRIBUTION FACILITY AT 8832 RAMONA STREET; APPLICANT: BERENICE CRISTERNA (REPRESENTING DYNASTY ALLIANCE GROW, INC.)

THE CITY COUNCIL RESOLVES AS FOLLOWS:

SECTION 1. Recitals. The City Council finds and declares as follows:

A. On March 21, 2022, Berenice Cristerna, representing Dynasty Alliance Grow, Inc. (the “Applicant”) filed an application seeking approval for a CBP to operate a Cannabis Distribution Facility at 8832 Ramona Street (the “Project”). The applicant currently holds one CBP to operate a Cannabis Cultivation Facility at this location.

B. The application was reviewed by the City for, in part, consistency with the General Plan and conformity with the Bellflower Municipal Code (“BMC”) including, without limitation, BMC Title 14, BMC Chapter 17.94 and Resolution 19-16 (adopted February 25, 2019) (collectively, the “Cannabis Regulations”).

C. Notice of a Public Hearing before the City Council was given and published in the time, form, and manner as required by law.

D. Environmental review was conducted of the Project in compliance with the California Environmental Quality Act (Public Resources Code §§ 21000, et seq., “CEQA”), the regulations promulgated thereunder (14 Cal. Code of Regulations §§15000, et seq., the “CEQA Guidelines”), and the City’s Environmental Guidelines.

E. On June 27, 2022, the City Council held a public hearing to receive public testimony and other evidence regarding the application including, without limitation, information provided to the City Council by the Applicant.

F. The City Council considered the information provided by City staff, public testimony, and the Applicant. This Resolution, and its findings, are made based upon the application submitted to the City and reviewed by City staff and consultants.

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City of Bellflower
Resolution No. 22-31

SECTION 2. Factual Findings and Conclusions. The City Council finds as follows:

A. The Applicant seeks to establish and operate a Cannabis distribution facility at 8832 Ramona Street (the “Property”).

B. The Property is entitled with a cannabis related CUP (CU-CAN 17-23). The Applicant currently possesses a valid CBPs for a Cannabis cultivation use at the Property.

C. The Property is approximately 23,868 square feet in area and contains an existing Cannabis Cultivation Facility. The site also contains a commercial truck repair business.

D. The Applicant submitted a complete application including the following required components: Business Plan; Operations Plan; Fire Prevention and Suppression Plan; Security Plan; Traffic and Parking Study; Site, Floor, and Elevation Plans; and Photographs of the proposed site.

E. A Traffic and Parking Study was previously prepared for the Project. Total parking for all uses on site would require 28 spaces, and 30 spaces are provided.

F. The Applicant proposes to convert existing space within the cultivation building to accommodate the proposed distribution Project.

SECTION 3. Environmental Review. Based on the facts identified in Section 2 of this Resolution, review was conducted in accordance with CEQA Guidelines § 15061 and it was determined that the Project is included in the classes of projects exempt from additional environmental review under CEQA Guidelines § 15301 (Existing Facilities) and § 15302 (Replacement or Reconstruction).

SECTION 4. Notice of Exemption. The City Manager, or designee, is directed to file a Notice of Exemption in accordance with CEQA Guidelines § 15062 and any other applicable law.

SECTION 5. Cannabis Business Permit Findings. In accordance with the Cannabis Regulations, the City Council finds the following:

A. Has there been an adequate period of performance by the applicant demonstrating experience for operating a cannabis-related business?

Yes. The Applicant has owned and operated a cannabis business in the City of Bellflower. The Applicant has been involved as an owner and operator of the cannabis business in Bellflower since 2017.
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City of Bellflower
Resolution No. 22-31

B. Does the applicant have sufficient key personnel to operate a cannabis-related business to demonstrate effective managerial capacity and control of operations?

Yes. The Applicant has demonstrated the capacity to effectively manage and control the operations of the proposed distribution facility.

C. Does the applicant have other cannabis-related businesses inside or outside the City's jurisdiction that demonstrate the applicant's competency in operating such businesses?

Yes. The Applicant has one CBP for cultivation at the Property.

D. Does the applicant have a reasonable and practical business plan for operating a cannabis-related business within the City's jurisdiction?

Yes. A business plan was submitted with the application that includes a budget for operation of the proposed business, a pro forma for three years of operation demonstrating the business will be viable and operated in a manner that avoid the creation of any nuisance that will impact neighboring uses.

E. Notwithstanding the BMC's minimum requirements as to permissible locations, is the cannabis facility proposed by the applicant in a location acceptable to the City Council; aesthetically pleasing; and adequate in size?

Yes. The distribution facility is proposed on a site currently occupied by a cannabis cultivation use and an industrial use located in an area containing a mix of industrial, commercial, and residential uses. The site contains an existing multi-tenant industrial building occupied by a cannabis cultivation use and a truck repair and maintenance business. The Property is approximately 23,868 square feet in size and contains an existing building. A portion of an existing office is the proposed location for the distribution component of the cannabis business.

SECTION 6. Cannabis Business Permit Distribution Findings. In accordance with the Cannabis Regulations, the City Council finds the following:

A. The applicant currently possesses a validly issued CBP for manufacturing or cultivation;

Yes. Resolution No. 17-88 (adopted December 18, 2017) is a CBP for cannabis cultivation at 8832 Ramona Street.

B. The applicant is proposing a location for cannabis distribution for which the City Council previously approved a CUP; and
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City of Bellflower
Resolution No. 22-31

Yes. Resolution No. 17-88 (adopted December 18, 2017) granted CU-CAN 17- 23 for a cannabis related CUP.

C. The applicant will comply with all requirements of the Cannabis Regulations.

The applicant is required to comply with all requirements of the cannabis regulations and the Conditions of Approval as provided in attached Exhibit “A,” which is incorporated by reference.

SECTION 7. Approval. Based on the foregoing, the City Council approves Cannabis Business Permit Case No. CU-CAN 17-23(A), subject to the conditions of approval listed in attached Exhibit “A,” which is incorporated by reference.

SECTION 8. Reliance On Record. Each and every one of the findings and determinations in this Resolution are based on the competent and substantial evidence, both oral and written, contained in the entire record relating to the project. The findings and determinations constitute the independent findings and determinations of the City Council in all respects and are fully and completely supported by substantial evidence in the record as a whole.

SECTION 9. Limitations. The City Council’s analysis and evaluation of the project is based on the best information currently available. It is inevitable that in evaluating a project that absolute and perfect knowledge of all possible aspects of the project will not exist. One of the major limitations on analysis of the project is the City Council’s lack of knowledge of future events. In all instances, best efforts have been made to form accurate assumptions. Somewhat related to this are the limitations on the City’s ability to solve what are in effect regional, state, and national problems and iss ues. The City must work within the political framework within which it exists and with the limitations inherent in that framework.

SECTION 10. Severability. If any part of this Resolution or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalidity will not affect the effectiveness of the remaining provision or application and, to this end, the provisions of this Resolution are severable.

SECTION 11. Preservation. This Resolution does not affect any penalty, forfeiture, or liability incurred before, or preclude prosecution and imposition of penalties for any violation occurring before, this Resolution’s effective date. Any such amended part will remain in full force and effect for sustaining action or prosecuting violations occurring before the effective date of this Resolution.

SECTION 12. This Resolution will remain effective until superseded by a subsequent resolution.

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City of Bellflower
Resolution No. 22-31

SECTION 13. This Resolution is the City Council’s final decision and will become effective immediately upon adoption. Any challenge brought to this Resolution must be filed within 90 days pursuant to Code of Civil Procedure § 1094.6.

SECTION 14. The City Clerk is directed to mail a copy of this Resolution to the Applicant and to any other person requesting a copy.

SECTION 15. Electronic Signatures. This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

SECTION 16. The Mayor, or presiding officer, is hereby authorized to affix his signature to this Resolution signifying its adoption by the City Council of the City of Bellflower, and the City Clerk, or her duly appointed deputy, is directed to attest thereto.

PASSED, APPROVED, AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF BELLFLOWER THIS 27th DAY OF JUNE 2022.

Ray Dunton, Mayor
ATTEST:

Mayra Ochiqui, City Clerk

APPROVED AS TO FORM:

Karl H. Berger, City Attorney

Attachment:

Exhibit A – Conditions of Approval

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RESOLUTION NO. 22-31 - “EXHIBIT A”

CONDITIONS OF APPROVAL FOR CANNABIS BUSINESS
PERMIT NO. CU-CAN 17-23 (A)
In addition to all applicable provisions of California law and the Bellflower Municipal Code (“BMC”), Dynasty Alliance Grow, Inc./Berenice Cristerna (the “Applicant”), agrees that it will comply with the following conditions for the City of Bellflower’s approval of a Cannabis Business Permit (“CBP”).

Law Enforcement
I. Definitions
Unless the contrary is stated or clearly appears from the context, the following definitions will govern the construction of the words and phrases used in these Standard Conditions of Approval ("SCOA"). Words and phrases undefined in this SCOA have the same meaning as set forth in BMC Chapter 14.04.
"Batch" means a specific quantity of cannabis or cannabis product that is intended to have uniform character and quality, within specified limits, and is produced according to a single manufacturing order during the same cycle of manufacture.
"Manager" means an individual who is an employee of a cannabis business and who, directly or indirectly, is engaged in the management of the cannabis business as set forth in an approved Operations Plan.
"On-Site Designated Representative" means a Manager who is designated by the cannabis business to be present, and who is present, at all times during the cannabis business's hours of operation.
"Owner" means any individual member of a Cannabis business having more than a ten percent (10%) interest, legal or equitable, or otherwise, in the Cannabis business. "Security Personnel" means any person(s) who perform(s) security related tasks on behalf of the Cannabis business.

II. General Conditions

1. The cannabis business must be developed and/or used in the manner requested and must be in substantial conformity with the plans as approved by the City’s Building official, unless revisions and/or additional conditions are specifically required herein.

2. The Applicant and its successors in interest must indemnify, protect, defend (with legal counsel reasonable acceptable to the City), and hold harmless, the City, and any agency or instrumentality thereof, and its elected and appointed officials, officers, employees, and agents from and against any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively "Claims") arising out of or in any way relating to this project, any discretionary approvals granted by the City related to the development of the project or the environmental review conducted under the California Environmental Quality Act, Public Resources Code§ 21000, et seq., for the project. If the City Attorney is required to enforce any conditions of approval, all costs, including attorney's fees, must be paid for by the Applicant.

3. The Applicant must reimburse the City for all attorney’s fees expended by the City that are directly related to the processing of this project. The City will not issue a CBP until all attorneys' fees are paid by the Applicant.
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City of Bellflower
Resolution No. 22-31 – Exhibit A

4. The Applicant must submit to the City Manager, or designee, a signed copy of these conditions of approval acknowledging acceptance, and compliance with the conditions herein within 30 days from the date of approval by the City Council. The conditions of approval must be signed, notarized and returned to the City Manager, or designee, before any plan check submittal or construction permit application or implementation of the requested entitlement.

5. This decision is not effective until Applicant acknowledges acceptance of all conditions and any administrative appeal period has lapsed, or a waiver of right to appeal is filed or if there is an appeal, until a final decision has been made on the appeal. By use of the entitlements granted by a development application, the Applicant acknowledges agreement with conditions of approval.

6. Anything which is not shown on the application/plans, or which is not specifically approved, or which is not in compliance with this section, is not approved. Any application and/or plans which are defective as to, without limitation, omission, dimensions, scale, use, colors, materials, encroachments, easements, will render any entitlements null and void.

Ill. Security

7. Cannabis businesses must be equipped with, and at all times be monitored by, a web-based closed-circuit television for security purposes. The camera and recording system must be of adequate quality, color rendition and resolution to allow the ready identification of any individual committing a crime anywhere on or adjacent to the Cannabis business. The system must be fully functional before processing, cultivating or dispensing of cannabis. The recordings of the monitoring must be maintained for a period of not less than 90 days and must be made available and accessible to the Police Chief and any other City official charged with enforcing the provisions of the BMC immediately upon request for review and copying, without the need for a search warrant, subpoena or court order. The cannabis business must also provide the Police Chief with the URL address of any on-site web-based video surveillance to monitor remotely at any time without a warrant, subpoena or court order.

8. The cannabis business must have a centrally monitored fire and burglar alarm system. This system must be fully functional at all times and before processing, cultivating or dispensing of cannabis at the cannabis business. At a minimum, this alarm must cover the perimeter of the cannabis business and must focus on those areas where cannabis is grown, produced, harvested, stored, packaged or dispensed. A professional alarm company must monitor this alarm at all times.

9. The cannabis business must contain a fireproof safe or a fireproof storage system and all records must be stored in that safe or system.

10. Crime Prevention Through Environmental Design (CPTED). Exterior lighting on the cannabis business and parking area lighting for the cannabis business must be balanced; cannot result in glare on adjoining properties; must complement the security systems required above to ensure that all areas of the cannabis business are visible; and must provide increased lighting at all entrances to the cannabis business. The lighting required in this subsection must be turned on from dusk to dawn.

11.Cannabis must be stored in buildings that are completely enclosed, and in a locked vault or safe, or other secured storage structure, which is bolted to the floor, or structure of the cannabis business.

12.Windows and roof hatches of the cannabis business must be secured from the inside with bars so as to prevent unauthorized entry, and must be equipped with latches that may be released quickly from the inside to allow exit in the event of emergency in compliance with all applicable Building Code provisions.
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City of Bellflower
Resolution No. 22-31 – Exhibit A

13.Exterior doors to the cannabis business must remain locked from the outside to prevent unauthorized ingress to the cannabis business. Ingress must be allowed by means of a remote release operated from within the cannabis business. In all cases, doors must remain operable from the inside to allow egress without the use of a key or special knowledge. Access-controlled egress doors must comply with the California Building Code provisions.

14.No person can possess any firearm while in the cannabis business without having first obtained a license from the appropriate state or local agency authorizing the person to be in possession of such firearm.

15.Persons possessing a firearm while in the cannabis business must provide the City Manager and Police Chief, 10 days before bringing the firearm onto the Cannabis business, with the following:
a. A copy of the license issued to the person by the appropriate state or local agency authorizing him or her to possess such firearm;
b. A copy of his or her law enforcement identification (if he or she is employed by a law enforcement agency); and
c. A copy of his or her California Driver's license or California Identification Card.

16. There must be at least one Security Personnel on duty in a cannabis business during its hours of operation. If the cannabis business has a separate cultivation site, at least one Security Personnel must be present at that Cultivation Site on duty 24 hours a day, seven days a week.

The Security Personnel must provide security inside the cannabis business, along the outside perimeter of the cannabis business, at parking sites immediately adjacent to the cannabis business and used by members of the cannabis business, and at sidewalks adjacent to the cannabis business. The cannabis business must employ Security Personnel subject to the following requirements:
a. All Security Personnel must register and maintain valid registration status with the state of California's Department of Consumer Affairs. At no time must any Security Personnel register with the State at any level that is less than that of a proprietary private security officer. Proof of application and registration for all Security Personnel must be maintained by the cannabis business and consist of copies of all relevant documentation including:
application forms, receipts for application fees and live scan fees, and actual proof of registration.
b. While on duty, all Security Personnel must have a nameplate containing the Security Personnel's full name and the word "SECURITY" printed in bold, capital letters. The nameplate must be exhibited prominently on the clothing, at chest level, and must be visible and easily read at all times. The nameplate must be a minimum of two inches high and four inches wide, with the required information printed in capital letters, at least three- fourths inches high and in a contrasting color. As an alternative to a nameplate, the Security Personnel's name and the word "SECURITY" may be embroidered on the Security Personnel's outermost garment with the required information meeting the above specifications and located at chest level.

IV. Operating

17. The CBP does not become effective until the permittee pays the annual permit administration fee of $28,024 (prorated $14,434) required by Resolution No. 17-45 (adopted August 28, 2017) as adjusted by Section 3 of that Resolution, or as required by any successor resolution.

Except as otherwise provided for Live Scan results, the CBP is valid until December 31, 2022. -11-

City of Bellflower
Resolution No. 22-31 – Exhibit A

The privilege to operate pursuant to a CBP must be renewed in accordance with BMC §

14.08.060.

18. Cannabis cannot be visible with the naked eye from any public or other private property.

19. AII areas devoted to dispensing cannabis must be secured from public access by means of a locked gate and any other security measures necessary to prevent unauthorized entry.

20. At no time can any cannabis business have any of the following items on the premises:
a. Any controlled substances, other than cannabis;
b. Alcoholic beverages; or
c. Firearms, except in strict compliance with the CBP along with federal, state and local laws.

21. A sign must be posted in a conspicuous place inside the cannabis business advising, in English, Spanish, Khmer and Tagalog, the following: "The sale and use of cannabis are violations of federal law. The use of cannabis may impair a person's ability to operate a motor vehicle or heavy machinery. This facility is registered in accordance with the Bellflower Municipal Code."

22. Each Cannabis business must designate an on-site representative who must be present during all hours of the Cannabis business's operation. The On-Site Designated Representative must meet the following minimum requirements:
a. Be a Manager for the Cannabis business;
b. Comply with all applicable laws;
c. Carry on his or her person, at all times when he or she is functioning as the on -site representative, a valid government issued photo Identification Card or license; d. Upon request by the Police Chief or any other City official charged with enforcing the provisions of the BMC, produce such photo Identification Card or license for inspection; e. Be available at the telephone number identified in the registration as the on-site landline telephone number for the cannabis business;
f. Cooperate fully with the Police Chief and any other City official charged with enforcing the provisions of the BMC with any inquiry, inspection, request, or investigation necessary or appropriate to implement the requirements of the BMC or to enforce any other State or local law;
g. Immediately report to the Police Chief any violations of State or local law or conditions which the On-Site Designated Representative knows, or reasonably should know, exist on the cannabis business and at the cannabis business and could result or have resulted in harm or an imminent threat of harm to the health, safety or general welfare of any person or member of the public; and
h. Immediately report to the Police Chief, the County Health Department, and members of the cannabis business any information indicating that a member experienced an adverse reaction to, or other difficulty related to, any cannabis procured from the cannabis business.

V. Public Safety and Safety of Cannabis Business

23. Each cannabis business must operate in a manner such that dispensing cannabis does not adversely affect the health or safety of nearby properties through creation of mold, mildew, dust, glare, heat, noise, noxious gasses, odor, smoke, traffic, vibration, or other impacts. -12-

City of Bellflower
Resolution No. 22-31 – Exhibit A

24. Each cannabis business must utilize appropriate air purification systems and air scrubbers wherever cannabis is cultivated, processed, manufactured or dispensed so as to prevent the odor of cannabis from emanating beyond the walls of the cannabis business.

25. Each and every cannabis business must ensure that it has safe growing facilities, chemicals and fertilizers are properly stored, carbon dioxide levels are tested, areas are properly vented, and mold is tested and controlled for the safety of city personnel and enforcement personnel that may be required to conduct a site visit.

VI. Property Maintenance

26. The cannabis business must be kept in a clean and safe condition by, at a minimum, performing all of the following tasks:
a. Properly remove and store all trash, litter, rubbish and debris on the cannabis business at the end of each business day;
b. Properly dispose of all trash, litter, rubbish and debris from the Cannabis business; c. Remove graffiti placed upon the Cannabis business and Cannabis business within forty- eight hours of its occurrence;
d. Keep driveways, sidewalks, park strips, fire access roads and streets on or adjacent to the cannabis business clear and clean;
e. Provide lighting on the cannabis business to ensure the safety of the public and employees; and
f. Otherwise operate in a manner that does not create or result in any significant adverse impacts upon the cannabis business or within 300 feet of the cannabis business.

Standard Conditions of Approval

27. All concrete and asphalt demolition debris from the site must be recycled.

28. Exterior construction activities (grading, framing, etc.) is restricted to 7:00 a.m. to 6:00 p.m., Monday through Friday, and 8:00 a.m. to 6:00 p.m. on Saturdays, except that interior building construction activities are not limited in time.

29. All construction equipment must be properly muffled to reduce noise levels. Transportation of equipment and materials and operation of heavy grading equipment must also be limited to the hours of 7:00 a.m. to 6:00 p.m., Monday through Friday, and 8:00 a.m. to 6:00 p.m. on Saturdays. All equipment staging areas must be sited on the subject property.

30. Dust generated by construction activities must be reduced by watering the soil prior to and during grading activities. Reclaimed water must be used whenever possible. Dirt cannot be hosed into the storm drain system.

31. All improvements to the project site must comply with applicable law including, without limitation, the BMC, Fire regulations adopted by the Los Angeles County Consolidated Fire Protection District or the BMC, and all uniform codes including the California Building Code, as adopted by the BMC.

32. The second sheet of the building plans must list these conditions of approval. This information must be incorporated into the plans before the first submittal for plan check.

33. All work within the public right-of-way including placing and removal of traffic control devices is restricted to the hours between 8:30 a.m. and 3:30 p.m., Monday through Friday. No work requiring continuous inspection or traffic control can be done on Saturday, Sunday, or -13-

City of Bellflower
Resolution No. 22-31 – Exhibit A

Holidays, unless prior arrangements have been made at least one week in advance with the approval of the Public Works Director,

34. The Applicant, at the Applicant’s cost, is responsible for the relocation as necessary of any public or private utility or other obstruction to facilitate the construction within the public right- of-way.

35. Permits are required for all work within the public right-of-way.

36. A Low Impact Development (LID) Plan is required for the project. Projects redeveloping more than 50% of the existing site require a General Permit from the State Regional Water Quality Control Board along with an approved WDID number before the City issues a building permit.

All storm water best management practices as adopted by the City must be implements and maintained during all demolition and construction activities related to the project. A copy of the City BMP Certification Form must be copied within the building plans and signed by the Applicant before the City issues building permits.

37. At the time of initial plan check submittal, four sets of complete plans and specification along with two sets of structural calculations and any other required supporting documentation must be submitted prior to the commencement of City Plan Check review services.

38. The project site and its immediate surrounding must be maintained neat and clean at all times in compliance with BMC §8.36.030 in order to prevent Public Nuisances. The project site and its immediate surrounding must be maintained free from debris and graffiti at all times in compliance BMC Chapter 9.12. The Property owner must remove any debris or graffiti within 24-hours upon notification by the City. Litter on the site and any litter scattered nearby the property, the streets, and the sidewalks must be removed daily.

39. Per BMC § 17.80.030(F), Development Review approval, or conditional approval of a Development Review application is valid for 12 months after the date of approval, unless a building permit (plan check) application is submitted to the Building Official, or designee, for the project within that 12-month period, in which case the approval is valid as long as the plan check or building permits for the project are valid. Upon good cause shown, the Planning Director may grant one extension of an approval of not more than 12 months in the aggregate, from the original expiration date.

40. This Permit will terminate and become void unless:
a. Construction implementing the use authorized by this Permit commences on or before the time limited specified in this permit, and thereafter diligently advanced or if no time is specified, on or before one year after the date of this permit was approved.
b. All uses must be continuously operated for the use permitted. If the use ceases to exist for one hundred eighty (180) days or more it will be deemed expired and void.

Specific Conditions of Approval
Fire Prevention and Suppression Plan

41. The permittee must submit a Final Fire Prevention and Suppression Plan, prepared by a Fire Protection Engineer, that includes the Statement of Intended Use Information (see, Los Angeles County Consolidated Fire Protection District requirements) and all other information requested by the City’s Building Official.

42. The permittee must complete and sign provided Los Angeles County Consolidated Fire Protection District Statement of Intended Use (Form C-30). -14-

City of Bellflower
Resolution No. 22-31 – Exhibit A

Plan Requirements. The Permittee must:

43. Incorporate odor control devices and techniques to ensure that odors from cannabis are not detectable outside of the building, or at adjoining tenant spaces. Show proposed design incorporated into HVAC system, provide cut sheet of devices used. Odor control system must be designed by a registered design professional.

44. The permittee must provide a complete set of construction documents for Building and Safety Review for any proposed construction.

Security Plan. The Permittee must:

45. An inspection must be completed before the City issues a certificate of occupancy to verify all equipment and security improvements identified in the security plan are properly installed and operating. All corrective actions identified during the inspections must be completed before the City issues a certificate of occupancy.

Other Requirements

46. Local Hiring Preference Plan
a. The Applicant must implement a local preference plan to hire City of Bellflower residents at 200% above the “Living Wage” for the Federal Poverty Level for a family of two.

47. Contribution to Drug Rehabilitation Program
a. The Applicant must make an annual contribution of $5,000 (prorated $2,575) to the City for a Drug Rehabilitation Program. Payment must be made to the City’s Finance Director, or designee.

48. Cash Management Plan
a. In addition to any other practices demonstrated in the Operations Plan, a cash management plan is required that must include a kiosk-based system at the facility to eliminate the cash transfers between employees and customers. The cash management plan must provide for the submission of detailed records of all transactions to the City and comply with all regulations promulgated by the California Department of Cannabis Control, when they become effective.

49. Unless renewed in accordance with the BMC, this Permit will expire on December 31, 2022.

The Cannabis Permit Fee required by BMC § 14.08.080 will be prorated. Any renewal will require payment of the full Cannabis Permit Fee required by the BMC.

NOTICE: THE CBP DOES NOT BECOME EFFECTIVE UNTIL THE PERMITTEE COMPLIES

WITH ALL CONDITIONS THAT MUST BE COMPLETED BEFORE OPERATIONS COMMENCE. ANY FACILITY THAT COMMENCES OPERATIONS WITHOUT AN EFFECTIVE

CBP CONSTITUTES AN UNLICENSED CANNABIS FACILITY IN ACCORDANCE WITH APPLICABLE LAW INCLUDING, WITHOUT LIMITATION, BMC CHAPTER 14.28.

VIOLATIONS OF THE BMC MAY RESULT IN CRIMINAL OR CIVIL PENALTIES INCLUDING A PENALTY OF $5,000 PER DAY; ONE YEAR IN JAIL; OR BOTH.

By signing this document, Berenice Cristerna, on behalf of Dynasty Alliance Grow, Inc., certifies that he/she has read, understood, and agrees to the Project Conditions listed in this document. -15-

City of Bellflower
Resolution No. 22-31 – Exhibit A

____________________________
Berenice Cristerna
(“Applicant”)

{If Corporation or similar entity, need two officer signatures or evidence that one signature binds the company}

-16-

SQUARE FOOTAGE OF

DISTRIBUTION LICENSE SPACE FOR
DYNASTY ALLIANCE GROW, INC.

We will be using the main office as the Distribution space.To access this space you need to go through two metal secured doors.After accessing the distribution office, there will be two additional locked cages for securing merchandise.Total square footage for this space is 458.28.

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Q'o t„ nn ocr nevmuim[ -Nava::e....""a.+.

PREMIER FLEEr - ,.

SECUR[TY PLAN (iST FLOOR)
OW o-w-i0L1AHN.M'XiqO OSVB 4u1C I s
I

4 BUSINESS PLAN

OPERATIONS

FINANCIAL VIABILITY

Business Flan
Pursuant to Bellflower Municipal Code § 17.94.070 (Operations Plan Required) and Section 3 of Resolution 17-44 (Form and Content of Application), information identified by an applicant as confidential, including operations and/or cash management plans and security plans, is not required to be part of the public record. This information has been reviewed as part of the application and redacted from the public record for confidentiality purposes,

Operations Plan
Pursuant to Bellflower Municipal Code § 17.94.070 (Operations Plan Required) and Section 3 of Resolution 17-44 (Form and Content of Application), information identified by an applicant as confidential, including operations and/or cash management plans and security plans, is not required to be part of the public record. This information has been reviewed as part of the application and redacted from the public record for confidentiality purposes.

1•1 '
OY , AST't I ll -N E GROW
6 TRAFFIC AND PARKING STUDY

ZONING CLEARANCE (BMC 5.04.1 00. A.)
In order to conduct business in the City of Bellflower, a Business License is required. Each property in the City has a zoning designation, which defines the types of uses permitted.

Zoning approval must be obtained from the Planning Division prior to obtaining a business license.

THIS FROM CONSTITUTES A PRELIMINARY ZONING APPROVAL OR DENIAL OF ZONING ONLY AND IS NOT A SUBSTITUTE FOR A BUSINESS LICENSE.

Zoning Clearance is for business license purposes only. It does not legalize or approve any of the following: current use, signs, structures, code violations, or no-conformity. This clearance does not apply to structures, whether existing or proposed. A Zone Clearance approval does not guarantee a business license will be issued .

Please complete the required information:

Business Name: Dv1,~4 ~\\\etD<:e ~rm,J 1 Tr{'., .

Business Address : ~037\ ;\2aW\D()a !"\h-ee~ 12e\ \f·\o\Nec CP's qa1aoMailingAddress : _________ -=----------------
Telephone : ( 'SiD'Z-:") 1\ffi-ff/\30
Applicant: Eeven \ Ce< CY\S±evrtCi

DO NOT WRITE BELOW THIS LINE
Previous Business Information:

License
Number: _______ Expiration: _____ Previous Use :. _____ _ Property Information:

APN: Zone : Area : ----------------------------
Planning:

D APPROVED D DECLINED D ADDITIONAL APPROVAL REQUIRED
Comments: ___________________________________ _
APPROVED BY: ________________ DATE : ______ _
16600 CIVIC CENTER DRIVE* BELLFLOWER, CA 90706 * 562/804·1424 White -Finance Green -Code Enforcement Yellow -Community Development Gold-Applicant

TRAFFIC FLOW

DISTRIBUTION LICENSE
DYNASTY ALLIANCE GROW, INC.

Upon approval of the distribution license,we will purchase an E-transit Ford van.We will only have one vehicle for the use of distribution.This addition to the business will not affect traffic flow within our business facility or outside the adjacent streets.

0 o
Octo~er 4, .2011
M~. Dani.ell~: ~a.baja
BB"&Y "LOGISTICS, INC.
8832 .Rarri.Ma Stre·et
tlellflpwer, CA 907.Q6 .
lraffi, eli~lne !lti~~ "' t.f.iirj~pQt ~tl.QI') .p (a.nAiti9, acoQstl~al el1Q)r:u:l ~fl)!1" ;p mioue to be pr(!)vided off of Ramona Street.

Based on discu~ions with the.pr:oj'~_ct appliqmt. the prop9~ed use will have· a· maxhnum ·of ten (1 0) em,pleyees. Delivery van s wm be utilized fo r transportation of .materiaL The fi:equency or nurn:ber: of deliverY vans .in" .a single. ho~;~r are -~xp~ jr:ct 'traff.ic .conqitiQns. 4000 Westerfv._place, sulte ~8()
n~wPQ'It.beach,_qallfomla ~2~60
tel 949,4}'4 19609 fll~ 949A7 4P ~Pl.
w~ ~«ij,9i.IWI'!r:m.m.
1 l.

I

1 }
v
J
Ms. Danielle Rabaja

BB&Y LOGISTICS
October 4, 2017
Page2
Based upon the analysis of existing and future traffic volumes, the project would have a less than significant impact at the study area intersections based on City o.f Bellflower' and the County of Los Angeles established thresholds of significance.

RK Engineering Group, Inc. appreciates this opportunity to work with BB&Y LOGIS!ICS, INC. on this project .. If you have any questions regarding this study, please do not hesitate to contact us at (949} 47 4-0809.

Sincerely,
RK ENGINEERING GROUP, INC.

Dli41 • ·~·
t ··-• Jt.

Alex Tabrizi, P.E., T.E.

Associate Principal
Attachments
AT:sb/RK1 2522.doc
JN:2699-2017-()1

0 0
SITE
0 8832 RAMONA STREET

TRAFFIC IMPACT STUDY
City of Bellflower, California
Artesia Blvd
Ramona Street

At:sb/RK1 2522.doc
JN:2699-2017-01
8832 RAMONA STREET PROJECT

TRAFFIC STUDY
City of Bellflower, California
Prepared for:

Ms. Danielle Rabaja

BB&Y LOGISTICS
8832 Ramona Street
Bellflower, CA 90706
Prepared by:

RK ENGINEERING GROUP, INC.
4000 Westerly Place, Suite 280
Newport Beach, CA 92660
Mohammad "Alex" Tabrizi, PE, TE
Alex Vu, EIT
October 4, 2017

0 Table of Contents
Section Page

1.0 lntroduction ........................ JI ............................................. _l!l ~"··········~···~·'!l· .. ll 1-1

1.1 Purpose of Report & Study Objectives 1-1

1.2 Study Area 1-2

2.0 Analysis Methodology, Performance Criteria & Thresholds of Significance 2-1

2.1 Performance Criteria 2-1

2.2 Study Intersection Analysis Methodology 2-2

2.3 Study Intersection Significant Traffic Impact Criteria 2-3

2.4 Residential Study Roadway Segment Significant Traffic Impact Criteria 2-4

3.0 Circulation System & Existing Traffic Volumes..................................... 3-1

3.1 Study Area Existing Geometry & Traffic Controls 3-1

3.2 Existing Intersection & Roadway Segment Traffic Volumes 3-1

4.0 Projected & Future Traffic Volumes...................................................... 4-1 0 4.1 Project Traffic Volumes 4-1

4.1 . 1 Project Trip Generation 4-1

4.1.2 Project Trip Distribution & Assignment 4-3

4.1.3 Project Traffic Volumes 4-4

4.2 Forecast Existing Plus Project Conditions traffic Volumes 4-4

5.0 Study Intersection Peak Hour LOS Analysis ........................................... · 5-1

5.1 Existing Study Intersection Peak Hour level of Service 5-1

5.2 Existing Plus Project Conqitions Study Intersection Peak Hour level of Service5-1

6.0 Residential Study Roadway Segment Analysis...................................... 6-1

7.0 Traffic Signal Warrant Evaluation ......................................................... 7-1

8.0 Findings & Recommendations............................................................... 8-1 0 List of Attachments
Exhibits
Location Map........................................................................................................... A Existing Lane Geometry and Intersection Controls...................................................... B Existing·Conditions Traffic Volumes .......................................................... :................ C Project Trip Distribution ..................................................................................... :...... D Project Traffic Volumes............................................................................................. E Forecast Existing Plus Project Conditions Traffic Volumes........................................... F Tables
Daily & Peak Hour Trip Generation Summary of Proposed Project ...... .... .. .. .. .......... .... 1 Existing Conditions Peak Hour Study Intersection LOS ....................... ,........................ 2 Forecast Existing Plus Project Conditions Peak Hour Study Intersection LOS .............. .. 3 Study Roadway Segment Analysis Summary.............................................................. 4 Traffic Signal Warrant Analysis Summary................................................................... 5 Appendices
Existing Traffic Volumes............................................................................................ A Existing Conditions Intersection Analysis Worksheets................................................. B Forecast Existing Plus Project Conditions Intersection Analysis Worksheets .. .......... ... .. C Traffic Signal Analysis Worksheets ............................................................................. D J

0 0

1.0 Jntroduction

1.1 Project Description, Purpose of Report & Study Objectives The purpose of this Traffic Impact Analysis is to evaluate the potential traffic impacts associated with the operations of the proposed 8832 Ramona Street project.

The proposed project is planned to open in 2017. The project site is locate~ on t~e south side of Ramona Street and west of Lakewood Boulevard in the City of Bellflower.

The project site currently contains 25,.000 square feet pf building utilized for fleet maintenance and operations.

The proposed project is planned to displace 9,500 square feet of the existing use with a cannabis cultivation facility. The remaining 15,500 square feet will continue to serve the existing use .

Access to the site will continue to be provided off of Ramona Street.

Based on discussions with the project applicant, the proposed use will have a maximum of ten (1 0) employees. Delivery vans will be utilized for transportation of material. The frequency or number of delivery vans in a single hol!r are expected to be nominal.

This report provides a summary of the findings, analysis procedures, and evaluation of the proposed project traffic impacts pursuant to the
City of Bellflower and County of Los Angeles requirements. The analysis evaluates the following scenarios in accordance with the Oty of Bellflower's request:

Existing (2017) Conditions; and
Forecast Existing Plus Project Conditions.
1-1
0 1.2 Study Area
The study evaluates the following study intersections during a typical weekday AM peak period (7:00. AM to 9:00AM) and PM peak period (4:00 PM to 6:00 PM):

Lakewood Boulevard I Ramona Street (unsignalized).

The unsignalized study intersection has also been evaluated for signalization based on the peak hour and daily volume warrants and proc!i!dures contained in the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Edition.

The study also evaluates the following residential study roadway segment:

Ramona Street just west of Lakewood Boulevard.

Exhibit A shows the site location map and traffic analysis study area. 1-2

0 0
0 2.0 Analysis Methodology, Periormance Criteria &
Thresholds of Significance

2.1 Performance Criteria
Level of service (LOS) is commonly used as a qualitative description of intersection operation. The LOS ranges from LOS A (free-flow conditions) to LOS F (severely congested conditions). The definitions of level of service are:

LOS A represents free flow. Individual users are virtually unaffected by the presence of others in the traffic stream.

LOS B is in the range of stable flow, but the presence of other users in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but there is a slight decline in the freedom to mane.uver.

LOS C is in the range of stable flow, but marks the beginning of the range of flow in which .the operation of individual users becomes significantly affected by interactions with others in the traffic stream.

LOS D represents high-density but stable flow. Speed and freedom to maneuver are severely restricted, and the driver experiences a generally poor level of comfort and convenience.

LOS E represents operating conditions at or near the capacity level. All speeds are reduced to a low, but relatively uniform value. Small increases in flow will cause breakdowns in traffic movement.

LOS F is used to define forced or breakdown flow. This condition exists wherever the amount of traffic approaching a point exceeds the amount which can traverse the point. Queues form behind such locations . 2-1

J The County level of service policy is the Los Angeles County Congestion Management Program (CMP). The performance criteria for the County is identified at LOS E. Hence, any study facility operating at LOS Fwould be considered deficient per the County guidelines.

In accordance with the City of Bellflower General Plan, LOS Cis considered the acc~ptable level of service. Hence, study facilities operating at LOS · D, E, or F would . be considered deficient.

Since the study facilities evaluated as part of this report are not a part of the County's established CMP circulation system and the City's performance criteria is more stringent than the CMP criteria, this analysis utilizes the City's LOS C as the acceptable per.formance criteria for this analysis.

2.2 Study Intersection Analysis Methodology
The Intersection Capadty Utilization (ICU) analysis method is utilized by the City of Bellflower and the County of Los Angeles to determine the operating LOS of signalized intersections.

The ICU analysis methodology assumes signalized operations and describes the .operation of a signalized intersection using a range of LOS from LOS A (free-flow conditions) to LOS F severely congested conditions), based on the corresponding volume to capacity (VIC) ratios shown in the table below.

ICU Methodology LOS Ranges
LOS Critical. Volume to Capacity Ratio
A 0.000 -0.600
a 0.601 -0. 700
c 0,?01 -0.800
D 0.801 -0.900
E 0.901 - 1 .000
F >1.000
Study area intersections that are stop sign controlled have been analyzed using the Highway Capacity Manual methodology.
2-2

Q Using the intersection configuration/capacity and traffic volumes at these locations, the level of service has'been calculated. The following thresholds are used in. assigning a letter 0 value to the resulting Levels of Service. ·
Level of service is based on the average stopped delay per vehicle for all movements of signalized intersections and all-way stop-controlled intersections; for one-w~y or two-way stop-controlled intersections, LOS is based on the worst stop-controlled approach.

HCM Methodology Unsignalized LOS Ranges
LOS Delay (Seconds Per VehiCle)
A 0.00-10.00
B 10.01 -15.00
c 15.01 -25.00
D 25.01 -35.00
E 35.01 -50.00
F >50.00

2.3 Study Intersection Significant Traffic Impact Criteria To determine whether the addition of project-generated trips results in a significant impact at a study intersection, and thus requires mitigation, the County of los Angeles has established the following thresholds of significance based on the County of Los Angeles Department of Public Works, Traffic Impact Analysis Report Guidelines (January 1997):

A significant project impact occurs at a study intersection when the addition of project~generated trips causes an ICU increase of 0.04 while operating at LOS C; or A significant project impact occurs at a study intersection when the addition of project-generated trips causes an ICU increase of 0.02 while operating at LOS D; or A significant project impact occurs at a study intersection when the addition of project-generated trips causes an ICU increase of 0.01 while operating at LOS Eor F. 2-3

For unsignalized study intersections, this analysis utilizes the HCM methodology to determine the LOS of the intersections. The ICU analysis methodology is then utilized to determine the increase of the ICU value to determine potential traffic impacts.

2.4 Residential Study R o ad~ay Segment Significant Traffic Impact Criteria The City of Bellflower does not have significant traffic impact criteria for residential roadway segments. ·
To determine whether the addition of project-generated trips results in a significant impact at a residential study roadway segment, and thus requires mitigation, this analysis utilizes the following criteria established and utilized by other jurisdictions such as the City of Los Angeles to determine whether the proposed project results in a significant impact at a study roadway segment:

Residential Roadway Segment Significant Traffic Impact Thresholds Projected ADT With Project (Final ADT) Project-Related l"ncrease In ADT 0-999 120 or more
1 ,000-1 ,999 12% or more of final ADT
2,000 -2,999 10% or more of final ADT
3,000 or more 8% or more of final ADT
2-4

0 0
0 3.0 Circulation System & Existing Traffic Volumes
This section provides a discussion of existing study area conditions· and traffic volume.s.

3.1 Study Area Existing Geometry & Traffic Controls
Exhibit B shows the existing intersection geometries and traffic controls for the study area.

The number of through travel lanes for existing roadways and intersection controls within the study area are presented.

3.2 Existing Intersection & Roadway Segment Traffic Volumes Existing AM and PM peak hour traffic volumes for study area intersections are shown on Exhibit C. These volumes are based upon manual peak hour tu"rning movement counts compiled for RK Engineering Group, Inc. in September 2017. The traffic counts were collected when the schools were in session.

Based on industrY standards, AM peak period intersection counts were collected from 7:00 AM to 9:00 AM; PM peak period intersection counts were collected from 4:00 PM to 6:00 PM;
The counts used in this analysis were taken from the highest hour within the peak period counted. Intersection traffic count worksheets are included in Appendix A.

Existing average daily traffic (ADT) volumes on Ramona Street are also based upon ADT counts compiled for RK in September 2017.

Per standard practice, and consistent with the relationship between the collected peak hour traffic and ADT traffic collected on Ramona Street, for Lakewood Boulevard, ADT volumes for the roadway segments within the study area are factored up from the PM peak hour counts, using the following formula for each intersection leg:

Peak Hour (Approach Volume + Exit Volume) * 12 = Leg Volume The existing ADT volumes are shown on Exhibit Cas well. 3-1

l \_.I 4.0 Projected & Future Traffic Volumes
This section provides a discussion on methodologies utilized to derive future traffic volumes for.the ~tudy area.

4.1 Project Traffic: Volumes

4.1.1 Project Trip Generation
The project site currently contains 25,000 square feet of, building utilized for fleet maintenance and operations.

The proposed project is planned to displace 9,500 square feet of the existing use with a cannabis cultivation facility. The remaining 15,500 square feet will continue to serve the existing use. ·
Trip generation represents the amount of traffic that is attracted and produced by a development. The trip generation for the project is based upon the specific land uses that have been planned for this development.

Trip generation is typically estimated based on based on the trip generation rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual, or other similar publications. This publication provides a comprehensive evaluation of trip generation rates for a variety of land uses. ·
However, since the proposed project is considered unique in nature and standard trip generation rates for uses similar to the proposed use are not studied and ncluded in Institute of Transportation Engineers (ITE} Trip Generation .Manual or other similar publications, the trip generation for the proposed project is derived based on planned project operations provided by the project applicant.

As previously noted, based on discussions with the project applicant, the proposed use will have a maximum of ten (1 0) employees. Delivery vans will be utilized for transportation of material. The frequency or number of delivery vans in' a single hour are expected to be nominal.
4-1

0 0
For the purpose of this analysis the following assumptions are made regarding the trip generation for the proposed project:

AM Peak Hour:

Conservatively, all 10 employees· arrive at the site in a single hour during the AM peak hour, resulting in 10 inbound trips for the employees; A total of 2 delivery vehicles will arrive at the site in a single hour, at the same time as the employees during the AM peak hour, resulting in 2 inbound trips for the delivery vehicles; and
The 2 delivery vehicles will leave the site within the same hour that they have arrived during the AM peak hour, resulting in 2 outbound trips for the del!very vehicles.

PM Peak Hour:

Conservatively, all 10 employees leave the site in a single hour during the PM peak hour, resulting in 10 outbound trips for the employees; A total of 2 delivery vehicles will arrive at the site in a single hour, during the PM peak hour, resulting in 2 inbound trips for the delivery vehicles; and The 2 delivery vehicles will leave the site within the same hour that they have arrived during the PM peak hour, resulting in 2 outbound trips for the delivery vehicles.

Conservatively, daily trips are assumed to be 10 times the peak hour trips.

Utilizing the project operational information and the conservative assumptions listed above, Table 1 summarizes the forecast daily and peak hour trip generation for the proposed project.
4-2

Table 1
Daily & Peak Hour Trip Generation Summary of Proposed Project AM Peak Hour Trips PM Peak Hour Trips Dally
Activity
Total TripsInOutTotalInOut
Employees 10 0 10 0 10 10 100 -
Deliveries 2 2 4 2 2 4 40
Total 12 2 14 2 12 14 140
As shown in Table 1, utilizing a conservative approach, the proposed project is forecast to generate approximately 140 daily trips which include approximately 14 AM peak hour trips and approximately 14 PM peak hour trips.

It should be noted the trips generation estimated in this analysis is considered to be very conservative since:

The trip generation forecast does not account for ' the reducti~n of the existing trips associated with displacement of the 9,500 square feet of existing use by the proposed project;
The trip generation forecast assumes all employees will arrive in a single hour in a single vehicle; and
e~ The trip generation forecast does not account for any potential reductions associated witr modal split and use of public or other forms of transportation.

It should also be noted, based on industry standards and typical traffic impact analysis guidelines, preparation of a traffic analysis is generally required when a proposed project is expected to generate 50 or more peak hour trips. Hence, based on typical traffic study guidelines and requirements, preparation of a traffic study would not even be required for the proposed project.

4.1.2 Project Trip Distribution & Assignment
Trip distribution represents the directional orientation of traffic to and from the project site. Trip distribution is heavily influenced by the geographical location ·of

0 0
0 the site, th'e location of residential, employment and recreational opportunities, and the proximity to the regional freeway system. The directional orientation of traffic was determined by evaluating existing and proposed land uses, and highways within the community and existing traffic volumes.

Trip distribution for this study has been based upon near-term conditions, based upon those highway facilities, which are either in place or will be implemented over the next few years, which represents the buildout occupancy for the proposed development. The trip distribution patterns for the proposed project are graphically depicted on Exhibit D.

4.1.3 Project Traffic Volumes
Project traffic volumes have been calculated throughout the study area. The project's AM and PM peak hour intersection turning movement volumes and average daily traffic on the study roadway segments are shown on Exhibit E.

4.2 Forecast Existing Plus Project Conditions Traffic Volumes Forecast Existing Plus Project traffic volumes are derived by combining existing traffic volumes with project-generated traffic volumes. Forecast Existing Plus Project AM and PM peak hour Intersection turning movement volumes and average daily traffic are shown on Exhibit F.
4-4

5.0 Study Intersection Peak Hour LOS Analysis
This section provides a discussion on the study intersection peak hour level of service analysis and findings. ·

5.1 Existing Conditions Study Intersection Peak Hour Level of Service Existing peak hour LOS for the study intersections have been calculated utilizing existing study intersection geometry previously shown in Exhibit .B and the existing manual AM and PM peak hour turning movement counts compiled for RK Engineering Group, Inc. and previously shown in Exhibit C.

Table 2 summarizes Existing Conditions peak hour LOS of the study intersections. The LOS . calculation worksheets for Existing Conditions are provided in Appendix B.

Table 2
Existing Conditions
Peak Hour Study Intersection LOS
Existing Conditions
Delay-LOS
Study Intersection (ICU)
AM Peak PM Peak
Hour Hour

1. Lakewood Blvd I Ramona St 124.9-F 396.6-F

0.528) (0.522)
Notes: Deficient operation shown In bold.

As shown in Table 2, the study intersection is currently operating at a deficient LOS (LOS F) during both peak hours for Existing Conditions.

5.2 Forecast Existing Plus Project Conditions Study Intersection Peak Hour Level of Service
Forecast Existing Plus Project Conditions peak hour LOS far the study intersections have been calculated utilizing the existing study intersection geometry previously shown in Exhibit Band Forecast Existing Plus Project traffic volumes previously shown in Exhibit F.

0 0
0 Table 3 summarizes Forecast Existing Plus Project Conditions peak hour LOS of the study intersections. The LOS calculation worksheets for Forecast Existing Plus Project Conditions are provided in Appendix · c.

Table 3
Forecast Existing Plus Project Conditions
Peak Hour Study Intersection LOS
Existing Conditions
Forecast Existing Plus
Project Conditions
ChangelniCU
Delay-LOS Delay-LOS
Significant
Study Intersection (

ICU) (ICU)
Traffic
I Impact?
AM Peak PM Peak AM Peak PM Peak AM Peak PM Peak
Hour Hour Hour Hour Hour Hour

1. Lakewood Blvd I Ramona St
124.9-F 396.6-F 154.9-F 590.6-F

0.005 0.004 (

0.528) (0.522) (0.533) (0.526)
Notes : Deficient operation shown In bold.

As shown in Table 3, the study intersection is forecast to continue to operate at a deficient LOS (LOS F) during both peak hours for Forecast Existing Plus Project Conditions.

As also shown in Table 3, based on the thresholds of significance, the proposed project is forecast to not result in a significant traffic impact at the study intersection for Forecast Existing Plus Project Conditions. Hence, no mitigation measures are required for the proposed project.
5-2
No

J

6.0 Residential Study Roadway Segment Analysis
Table 4 summarizes the results of the residential study roadway segment analysis.

Table4
Study Roadway Segment Analysis Summary
Existing Conditions Forecast Existing Plus Increase in
Percent Significant
Study Roadway Segment
ADT Project Conditions ADT ADT
Increase in ·Traffic
FlnaiADT Impact?

1. Ramona St west of Lakewood Blvd 1,458 1,598 140 8.76% Notes: ADT = Average Daily Traffic.

As shown in Table 4, based on the thresholds ·of significance, the proposed project is forecast to .n,m result in a significant traffic impact ·at the study roadway segment for Forecast EXisting Plus Project Conditions. Hence, no mitigation measures are required for the proposed project.
6-1
No

7.0 Traffic Signal Warrant Evaluation
For each analysis scenario, the unsignalized study intersection has been evaluated for signalization based on the peak hour and daily volume warrants and procedures contained in the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Ed;tion.

Table 5 summarizes the results of the MUTCD signal warrant analysis at the unsignalized study intersection for all analysis scenarios evaluated as part of this report; detailed MUTCD signal warrant analysis sheets are contained in Appendix D.

Table 5
Traffic Signal Warrant Analysis Summary
Analysis Scenario Signal Warrant Met?
Existing Conditions
Fore cast Existing Plus
Project Conditions
Unsignalized Study Intersection
Jrl. .:Jrl. .:Jrl. ~
ftll .... :B ... :B .... ftll ... &.~
Q..s
Q..:::l &.::::~
0 ~ 0 0 ~:

I: ~:I: ~:I: ::;z ·;a c.. 'ii <( g.
c c

1. Lakewood Blvd I Ramona St No No No No No No
As shown in Table 5, the Lakewood Boulevard I Ramona Street unsignalzied study intersection does not satisfy any of the evaluated traffic signal warrants.

It should be noted the signal warrant analysis is only prepared for informational purposes.

As previously shown, based on the thresholds of significance, the proposed project is forecast to not result in a significant traffic impact at the study intersection for Forecast Existing Plus Project Conditions. Hence, no mitigation measures are required for the proposed project.
7-1

Appendix A
Existing Traffic Volumes

City of Bellflower
NIS: Lakewood Boulevard
EJW; Ramona Straet
Weather: Clear
Counts Unlimited, Inc.

POBox 1178
Corona, CA 92878
951) 268~268
FileName
Site Code
Start Date
Page No

BFWLABFAM
10517632
9128/2017
1 Ramona Street 1
R>/!,l.~~T;,; I2JM l lnl. Tqlal l
0 7 10 525
0 8 11 586
0 9 14 668
Q --_6 9 !--U1;1(..
14 0 30 44 . 2479
08:00AM 8 1 3251 1 0 9 10 6 285 5 296 2 0 7 9 640
08:15AM 2 16 358 0 0 7 7 6 260 7 263 2 0 7 9 637
08:30AM 7 349 1 1 10 12 3 256 6 265 5 1 9 15 641

12. 5.5.... .... 3_ .J_ --10_, .z4L _7 _ ..2~a t .L
36 1287 5 2 36 1038 25 1082 13 2 25 40 2452
Grand Total I 33 2436 56 25251 10 5 81
96 1
33 2157 36
22261 27 2 55 1~1 4931
Apprch% 1.3 96.5 2 -2 10.4 5.2 84.4 1.5 96.9 1.6 32.1 2.4 65.5 Total% 0.7 49.4 1.1 51 .2 0.2 0.1 1.6 1.9 0.7 43.7 0-7 45 .1 o.s 0 1.1 Lakewood Boulevard Ramona St reei
lt\bll.uo.d West~..__--t---:-r~Jlf"!
Stact Ifme eJlL!hru .lB19bt J N>r•-T"'''-Lett...,. Tllw.I .Ri 9bL"-"!l . to111 Peak Hour Analysis From 07 00 AM to 08'45 AM ·Peak 1 of 1 Peak Hour for ntire Intersection Begins at 07:30AM
07:30AM 2 328 3 3331 1 0 14 15 5 300 1 3061 li
07:45AM 4 370 3 377 1 1 9 11 4 295 4 303 3
0 9 14 668
0 6 9 700
08:00AM 8 316 1 325 1 0 9 10 6 285 6 296 ' 2 0 7 9 640
QBj_fi,e-M,. 0 • ..2... .a40_ j.i_n ..a58_,_ 0.-_ _j)_ -7 1 6 250 7-~~-.2...

TolaiVolume 16 1354 23 1393 3 1 39 43 21 1130 17 1168 · 12 Q ~-9 .m
0 29 41 2645
JahP. ---.1L9~·~-LL-----<----'..,._-R.IoW....---j-.J,.!!l..J.8.7 1-5 f 2Q.

J"""-'-·S.OQ. . .9.15 . ..875 _ ,9~2 _ -BO'Z .954. .600 -.~iYS-

City of Bllllflower
N/S! Lakewood Boulevard
ENV: Ramona Street
Weather. Claar
lfi
I
I
I -
Counts Unlimited, Inc.

POBox 1178
Corona, CA 92878
951) 268-6268
Ulkewood Boulevatd
diDJdF~
L~~~! ~ :
1h' 1ru LC
Peak Hour Data
i
Noell\
File Name : BFWI.ABFAM
Site Code 10517632
Start Date 9126/2017
PageNo 2
i _eJ ~~J
Gl J;J :0 ~ r Peak Hour Begin a ol 07'30 At~ . i n ~· I , 'j• r-: "' ~ .J2itLVCIJIUI\~ h ~ I ~~ ~
I
I
I .., i r+
1:
0 ~ik .. vH'.n~nRnui .. ,I~l 01
Peak Hour Analysis From 07;00 AM to 08:45 AM -Peak 1 of 1 Omlna.
15mlns.
30mlns.
46mlos"
Total Volum&
M!J;>,.Io.tsl.

P.HF
roach B ' :
0745AM 07'0DAM
4 370 3
8 316 1
377' 3 2 11
3251 0 0 11
2 340 18 358 1 0 14

7.. __ -'.3.5_ _ L .
21 1361 27 1~~ ----}-·-~ --4~--

1.5 9.fHI 1 .9
656 .920. .422
JL'L ... ~·-1. ... 8.!\,9 .
934 L !41.7. ___ 376 804 .
07 '15AM OTOOAM ~
18 2 291 4 297 3 0 7 10
11 5 300 1 308 3 0 8 11
15 4 295 4 303 5 0 9 14
11 .. ~ _28~ 5 2!11;1. 3 __ Q___G
53 17 1171 14 1202 14 0 30 44
1-.A. ___ au_ _ ___u_ ----3j.l! 0 ii.!l -2
828 .708 ,976 700 .982 . 700 ,OOQ_.lm__._IIl!i.

City of Bellflower
Counts UnOmited, Inc.

PO Box 1178
Corona, CA 92878
951) 268-6268
N/S: Lakewood Boulevard
EJW: Ramona Street
Weather: Clear
Grou s Printed-Total Volume
Lakewood Boulevard Ramona Street Lakewood Boulevard
Soutt1bound W~_t.bound N hbo n
Left '_ThruTRiQiii I -"PP rolll : l.ii11 ! Thru IRilii' "" Thru Rt ht 10 210 12 292 o o a 285 8 303 I
1 312 14 333 1 o 1 326 3 337 I
7 275 8 290 : 0 0 8 294 9 313
9 ~1 7 329 I 1 1 9 314 6 327 1
33 1170 41 1244 2 1 32 1219 26 1260 1
05:00PM 4 308 10 0 0 7 7 7 313 9 3291
05:15PM 7 323 9 2 0 6 8 7 331 5 343
05:30PM 12 320 13 1 0 7 8 10 316 11 337
5:45PM JL _332. 1 0 11 12 9 32 ---~ 'i:ilTotalI29128340313533128930 Grand Total I 62 2453 80 25951 6 1 63
70 I 68 2508 56 26321
Apprch% 2.4 94.5 3.1 8.6 1.4 90 2.6 95.3 2.1
Total% 1.2 45.5 1.5 48.1 0.1 0 1.2 1.3 1.3 46.6 1 48 .8 0 7 ~ l 7 313 9 329
0 6 7 331 5 343
0 7 8 · 10 316 11 337
0 tL _12. Jl 329 5 343
0 31 35 . 33 1269 -
30-. 1352
0 88.6 2.4 95 .3 22
000 .705 -1.~.--·-~ _,lli_.682 f.!85
8 4
4 Q__
22 32

34.4 0.6
8 4
4 0
File Name
Site Code
Start Date
Page No
2 9
11 BF'M..ABFPM
10517632
9126/2017
1 11 i 669
14 1 704
15 705
2 9 ----m 717
4 -~ 57-m6
7 54
931
5390

7.5 58.1

0.1 1 1.7
1 2 11 I 669
1 9 14 704
0 11 15 ! 705
i_ 17. 717 ·-
57-,-279522431
2M 7 54.4
688 500 .zos .838 ,97~

City of Bellflower
NIS. Lakewood Boulevard
EfW: Ramona Street
Weather; Clear
I
Counts Unlimiled, Inc.

PO Box 1178
Corona, CA 92878
951) 26&-6268
Peak Hour Data
i
North
IPl!llk Hour Begins Ill 05 .00 PI)
I Toll! yo~nnr
T rRr,, I . il
ll8l i~ EQ]
Out In Total
lVI f<llht•·""'<f
Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 I
I
1 I
I
File Name : BFVVLABFPM
Site Code : 10517632
Start Date : 9/2612017
PagaNo :2
PeakHourfurEa h~mcr~o~aoo~B~~~In~s ~at~·--------------------~--·-------------------------------- 0500 PM '":110 PM I' 1)5.00 PM I05.00PM
Omlns. 4 308 10 322 0 0 6 8 7 313 9 11329 ! 8 1 2
15 mlns 7 323 9 339 1 0 7 8 7 331 5 14
130nuns. 12 320 13 345 0 0 8 B
1 10 316 11 15
45mlns. 6 332 7 345 1 ! II 11 I 9 329 5 17
Total Volume J 29 1283 -59 1 351 2 1 32 .;,35;-jf.-.. """3.;.43 _,.12~8~9~-30::7---~'!---:~~-_.,_--~----=5~7 P Total 2.1 ~5 2 9 __ . .fl-1 £J1 !!:'-=1.74_-==-f~f-~---':9:=5.:':-3 ..._...,-!';2:::.2'----::-~~~-= _,_ PuHF,______.,6'""'04~ .965 7§0 ____ ~rll!_ .SO.Q_.l§Q_Jl,B"'-9 ---'-'.7'-"9=5 J ~.~ ..J!I."f 982 __ _,_,=.. 343 4 1 9
337 ( 4 0 11
343 6 2 9
1352' 22 4 31

38.6 7 ~4.4
965 1 .688 __J).QQ..__J_

Counts Unlimited, Inc. Page1
City of Bellflower PO Box 1178
Ramona Street Corona, CA 92878
WI Lakewood Boulevard Phone: 951-268-6268 BFW002
24 Hour Directional Volume Count email: [email protected] Site Code: 105-17632 Start 26-Sep-17 Easlbound Hour Totals Westbound
Tim e Tue Mo rni ng Af!a moo n .Momln Aile moon Morning Afternoon 12:00 0 10 1 0 15 ]
12:15 1 11 4 13
12:30 2 17 3 14
12:45 1 12 4 60 1 4 8 46 1 12 96
01:00 1 17 1 4 I01:15 0 4 2 15
01:30 1 14 3 12
45 101:45 3 14 5 49 1 14 7 12 94 1
02:00 0 B 4 18 I
10J
02:15 2 17' 1 15
02:30 1 11 0 9
52 102:45 1 12 4 48 0 10 5 9
03:00 1 8 · a 15 I
I
03:15 0
13 1
2 13 I
03:30 0 16 2 9 I
03:45 2 12 3 49 1 20 5
57 1
8 106
04:00 0 11 ' 0 22
04:15 2 14 i 0 11 (
I04:30 1 11 . 0 15
63 ! 04:45 1 17 4 53 0 15 0 4 116 i
05:00 1 7 2 23 I
05:15 2 18 1 0 13 I05:30 8 13 1 2 25
05:45 5 13 ! 16 51 0 14 4 75 20 126
06:00 9
17 1
8 7
06:15 8 11 7 13 .
06:30 5 10 9 9
06:45 5 ~~I 27 55 2 8 26 37 53 92 1
07:00 11 15 9
07;15 14 16 12 . 3 I
07:30 17 4 1 9 13 I
07:45 11 8 53 35 7 6 43 31 ! 96 66 '
08:00 7 s ! 8 10 I
08:15 11 8 21 11 I08:30 14 4 13 9
08:45 10 1 ' 42 18 16 9 58 39 100 57 1
09:00 11 ~I 9 7
09:15 9 4 6
09:30 12 3 1 5 1
09:45 4 ~I 36 14 5 11 23 25 59 39
10:00 4 8 8
10;15 12 1 ' 4 5
10:30 8 1 . 5 2
10:45 5 3 1 29 6 14 5 31 20 60 26
11:00 15 6 1 13 5
11:15 10 0 1 14 1 !
11:30 7 1 i 11 3
12 I
I
11:45 8 3 : i!! 10 9 1 I az 20 I
Total 263 436 263 438 . 257 50 0 257 500 520 938
Combined
701 701 757 757 1458
Total
AM Peak 07:00 08:15
Vol. 53 59
P.H.F. 0.779 0.702
PM Peak 05:16 04:45
Vol. 61 76
P.H.F. 0.847 0.760
Perce nlsg

37.5% 62.5% 33.9% 66.1%
e
ADT/AAOT ADT 1,458 AADT1,45B

Appendix B
Existing Conditions
Intersection Analysis Worksheets

HCM 2010 TWSC
1 : Lakewood Boulevard & Ramona Street

2.6 J!BL
Lane Configurations
Traffic Vol, veh/h 12
Future Vol, veh/h 12
ConHicting Peds, #/hr 0
Sign Control Stop
RT Channelized
Storage Length
Veh in Median Storage, # -
Grade,%
Peak Hour Factor 94
Heavy Vehicles, o/o 2
MvmtFiow 13
Mlnot2
Conflicting Flow All 2132
Stage 1 1486
Stage 2 646
CriflcaiHdwy 7.54
Critical Hdwy Stg 1 6.54
Critical Hdwy Slg 2 6.54
Follow-up Hdwy 3.52
Pot Cap-1 Maneuver 28
Stage 1 130
Stage 2 427
Platoon blocked, %
Mov Cap-1 Maneuver 23
Mov Cap-2 Maneuver 23
Stag e 1 124
Stage 2 366
pproaah
HCM Control Delay, s 124.9
HCMLOS

EXISTING CONDITION

AM PEAK HOUR
F
29 3 39
29 3 39
0 0 0
Stop Slop Stop Stop Slop
None -None
0 0
0 0
94 94 94 94 94
2 2 2 2 2
0 31 3 1 41
2750 2009 2753
1486 -1255 1255
1264 754 1498

6.54 6.94 7.54 6.54 6.94

5.54 -6.54 5.54

5.54 -6.54 5.54

4.02 3.32 3.52 4.02 3.32
20 364 35 19 437
186 -182 241
239 -367 184
18 364 30 18 437
18 30 18
180 -173 229
228 -326 178
W8

32.5 D
NB1. NBT NBR EBlijjJI
457 68

0.049 -0.641

13.3 -124.9
B F

0.2 2.8
17 17
0 Free Free Free Free
Non e
150 -15 0
0 0
94 94 94 94
2 2 2 2
22 1202 18 17
Maol2
0 0 1220

4.14 -4.14

2.22 -2.22
457 -567
457 -567
NB .8Bt

0.2 0.1
SBR
8832 Ramona Street TIS
09/28/2017
23 23
0 Free Free
None
0 0
94 94
2 2
1440 24
0 0
Synchro 10 Report

Ea_JIH 'l'hu S~p 20• >Ol1 H: 12:48 Pilqe J -1 -------------_______________ ._. ________________ _ BOJ4: Fu .. ,.or.~ St X!!at TIS
E:~.l.:::tinq Can.-::li1.lon
Peak Hour
Le•1el 0( S_,.cvi.:e. COIIIpUtation Repo.rt
ICO 1 LJ!;s a3 C::tele Len9th lJ Method (~.s • Volwne .klte~:n•tive) o '"I • o 'o • •• •4 ,._ .,. •• • •••• •• ,..,..._. ""'' • •' • ••' • o •• •• ••• •• • t• •• •o •• • o ••• • •• ••• •• •• • •• • o ID~ :tlec:t.lon at
t .. : fY.):
veh):
u. s:e
r.pp:o~ct.~ NcJ:th e.u=..n-:i ,,, · o.mrJ i:!:.b'St Oound Meat Bound A:~~···eD c.:llt: L -"!' -~·. L. • f: L - T -Fl. L -T - R -----1----------.. ---··-t , _________ , 1-------·-1 Contt'ol: PLot.eeted . ·-.•zd Ci'enni~.,.ed Pe:u•J.tt.Dd llighta: Include ll\ell•clR. laclude · Inc:lude
Hln· Gteen : 'J 0 o o o 0 0 0 0 0 0 o
1'•1\; 4.f.l 4 ,0 4 .0 . Wtlt Adj: 1•00 1 -00 1.00 l 1-09 I. lni·.:..t.J s~; 2l lllD 17 .,,.; ~J
U.r;crt :a;o 1.00 1.00 :.oo J J.(JU 1. ·
ftlf' hdj; 1.00 1 ·00 l 00 l. 1 l-GO 1.~.:

P3f' Vo.lurM : 2l 1130 P •.e 4 2) 12
0 I 00
0 c
l:.wdu.c::'-\icl: o c Ci a 0 n
u.:ed Vol: 21 lllO 17 CJ 12 o
Ft:E Adj; L 00 1. 00 L OC> 1 00 : , 00 1 • GO
U.f" Adj: 1.00 1.00 LOO l V ':· !.DO 1.00 1.00
0 " ;
1 1 d{J l· DO
1·00 LOO
Pin•lVolwn.: 21 1130 1/ .; -:!3 12 0 3 1 J':
1---------11------------1 1---------; ----------1
Sat.urU.lon F'lov Hadlule:
a~/t.&ne: 1600 1£00 lWO 1&00 tbOO 1,00 6 1GDO 1600 1600 1600 Adjllst.Mnt: LOO 1.00 l.I)IJ l.Otl .!...00 1 ·0!1 ! C;O 1 ~00 1~00 l·lliJ Lon••: 1·00 l .!n u.03 1.0(' 1.91 o .. CIJ 1 ~ 0-00 Cr.'71 o .tP o.oz 0·91 FiDiil s .. t .: lEOO Jl.S.J 4 '7 1600 J.lH ~J fEe V 1132 a4. T7 t .;Sl ______ ,__ '1-------t , ________ , 1-------t c.p.cJ.ly AMly•is -le:

Yol/S•t: D.Ol 0 3E 0 3E 0.0~ 0.4:1 l),tJ 0,01 0-00 0 -0.l o .. oo a o~ 0-03 Cric Move~:
r~:afli,.. B .. D.0 71!:! (.::j :moe Oowll.h'J As:loc . L1cenoed to E\11; C.JG1N£C~ING GROUP

EXISTING CONDITION

PM PEAK HOUR
Synchro 10 Report

Volume
1: Lakewood Boulevard & Ramona Street
Traffic Volume (vph)
Future Volume (vph)
Conti. Peds. (#/hr)
Conti. Bikes (tllh r)
Peak Hour Factor
Growth Factor
Heavy Vehicles (%)
Bus Blockages (#lhr)
Parking (#/In)
Mid-BlOck Traffic(%)
Adj. Flow (vph)
Shared Lane Traffic(%)
Lane Group Aow (vph)
I

EXISTING CONDITION

PM PEAK HOUR
J

0.97 100%
2%
0 23
0 31 4
31 4

0.97 0.97 0.97
100% 100% 100%
2% 2% 2%
0 0 0
0%
4 32 4
59 0 0
0 0

0.97 100%
2%
0 0%
0 36
8832 Ramona Street TIS
09/28/2017
t I' \. ~ .I
33 1289 1283
33 1289 1283

0.97 0.97 0.97 0.97 0.97 0.97 0.97
100% 100% 100% 100% 100% 100% 100%
2% 2% 2% 2% 2% 2% 2%
0 0 0 o· 0 0 .'0

0.% 0%
32 34 1329 31 30 1323 40
0 34 1360 0 30 1363 0
Synchro 10 Report

HCM 2010 TWSC
1: Lakewood Boulevard & Ramona Street
EBL
Lane Config urations
Traffic Vol, veh/h 22
Future Vol , veh lh 22
Conflicting Peds, #lhr 0
Sig n Co ntro l Stop
T Channenzed
Stora ge Length
Veh in Median storage , # -
Grade,%
Peak Hour Factor 97
Heavy Vehicles, % 2
vmtFiow 23
Conflicting Flow All 2136
Stage 1 1403
Stage 2 733
Critical Hdwy 7.54
Critical Hdwy Stg 1 6.54
Cri ti cal Hdwy Stg 2 6.54
Follow-up Hdwy 3.52
Pot Cap-1 Maneuver 28
Stage 1 147
Stage 2 378
Platoon blocked,%
Mov Cap-1 Maneuver 23
Mov Cap-2 Maneuver 23
Stage 1 137
Stage 2 324
allfl EB
HCM Control Delay, s$ 396.6

HCMLOS F
Volume exceeds capacity

EXISTING CONDITION

PM PEAK HOUR
ear
4 31 4
4 31 4
0 0 0
Stop Stop Stop
None
0 0
0 0
97 97 97 97
2 2 2 2
4 32 4 0
28 31 2137 2836
1403 1413 1413
1428 724 1423

6.54 6.94 7.54 6.54

5.54 6.54 5.54

5.54 6.54 5.54

4.02 3.32 3.52 4.02
17 392 28 17
205 145 202
199 383 200
15 392 18 15
15 18 15
193 -135 188
185 -324 188
WB

49.5 E
Delay exceeds 300s
31 30
31 30
0 0
Free Free Free
None
150 -
0 0
97 97 97 97
2 2 2 2
32 34 1329 31
1363 0

6.94 4.14 -

3.32 2.22 .
393 500 -
393 500 -
NB

0.3 SBL. SST SBR
501

0.06 12.6
8 0.2
Computation Not Defined
Free
150
97 2
30 4.14

2.22 501
501
ss

0.3 8832 Ramona Street TIS
09/28/2017
39 39
0 Free Free
None
0 0
97 97
2 2
1323 40
0 Al l major volume In platoon
Synchro 10 Report

Ez.I'M Thu Sef> za, 2017 l4:12:Ss ·---------p~!"_::: __ tawl or S.Z:V'l.ce c;o.puutloa Baport
ICU 1 (Losa II cych t.R:n;t.h t) tt.thod Clan VolWM~ Alt..rnatl~l 4 ................... o~ ........................................................................... . t •.s::•~.Lon 11
llpp-:
t:

Coats::ol :
lli;t.u'
tUn. Gioenr
Y•&:

Len~~:

I :
1~-.J : .•. _ ,-•• ~J V•.;. -~ :-.... p.IX.J:
oc{,~h):
41,: '·"'-:
0-522
JCX:X.XXll
A
n~ S:-o 1!?\.11\~ £ast 6ound lies-: Booed
I l ··-;, 1.-T-R t.-T-R . ----·-
11--------11--------l
rr"tcc.teo ::· •o hr.itt.ed Pem.l.tteli
l11Clltrlt: •:..L •· t::Mo :: 1 00 1.00 1.00 1.00 1.00 1·00 1.00 1 -00 1 .00 1.00 l-00 1.00 w ou : 1-0 0 1 .;c~ o .o~ 1-00 1 •• o .o6 o.n o.o1 o.s< o.n o.oo ~-•• l"l~o l ht .: !GOO J ll1 1) '600 3106 94 6111 l lll B70 lGl 0 I ~p I
1-------11---------11------·tl--------1
C•p:.cl-:y Aft ~ly.d:::: l'..o.du l e-:

V ~I/So :c O.OZ 0 .~1 O.U 0 .,2 O:n ~.41 G.OI [o ~4 ',,G4 •J.O~ o .M ~.G z Ct l t Hov·t_~:
tL""ffix 1!:.0.0"~1~ {c;:l lOQ'B iJQwli•~ A..uoc:. Lic•aaed to 1\K EYGINED.!NG GBOI1t'

Appendix C
Forecast Existing PI us Project Conditions
Intersection Analysis Worksheets

lanes a nd Geometries
1: lakewood Boulevard & Ramona Street
L
Lane Configurations
Ideal Flow {vphp~ 1900
Lane Vvfdth (ft) 12
Grade (%)
Storage length (ft) 0
Storage lane$ 0
Taper Length (ft) 25
Lane UUI. Fa cto r 1.00
Ped Bike Factor
Frt'
Fit Protected
Satd. Flow{prot) 0
Fit Permitted
Satd . Row (perm) 0
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
I
Area Type:

EXISTING PLUS PROJECT CONDITION

AM PEAK HOUR
1900 1900
12 12
0%
0 0
0 0
25 1.00 1.00 1.00

0.909

0.984

1.666 0 0

0.984
1666 0 0
30 218

5.0 WBll •
1900
12 0%

1.00 0.877

0.997
1629

0.997
1629
30 1763

40.1 8832 Ramona Street TIS
09/28/2017
t ~ \. + 4'
WIJR Nil. NBR
tr.
1900 1900 1900 1900 1900
12 12 12 12 12
0% 0%
0 150 0 150 0
0 1 0 1 0
25 25

1.00 1.00 0.95 0.95 1.00 0.95 0.95

0.998 0.996

0.950 0.950
0 1770. 3532 0 1770 3625 ({

0.950 0.950
0 1770 3532 0 1770 3525 0
30 30
918 1308
20 .9 29.7
Synchro 10 Report

Volume
1: Lakewood Boulevard & Ramona Street
Lane
Traffic Volume (vph) 14 0
Future Volume (vph) 14 0
Confl. Peds. (#lhr)
Conn. Bikes (#lhr)
Peak Hour Factor 0.94 0.94
Growth Factor 100% 100%
Heavy Vehicles (%) 2%
Bus Blockages (#lhr) 0
Parking (#Jll r)
Mid-Block Traffic(%)
Adj. Flow (vph) 15
Shared lane Traffic(%)
lane Group Flow (vph) 0

EXISTING PLUS PROJECT CONDITION

AM PEAK HOUR
2%
0 0%
0 46
f
29 3
29 3

0.94 0.94
100% 100%
2% 2%
0 0
31 3
0 0

0.94 100%
2%
0 0%
1 45
8832 Ramona Street TIS
09/28/2017
t I" '. + '*'
39 23 1130 17 16 1354 33
39 23 1130 17 16 1364 33

0.94 0.94 0.94 0.94 0.94 0,94 0.94
100% 100% 100% 100% 100% 100% 100%
2% 2% 2% 2% 2% 2% 2%
0 0 0 0 0 0 0
0% 0%
41 24 1202 18 17 1440 35
0 24 1220 0 17 1475 0
Synchro 10 Report

HCM 2010 TWSC
1: Lakewood Boulevard & Ramona Street
lnt Delay, s/veh 3.2
Lane Configurations
Traffic VOl, veh/h 14 29 3
Future Vol, veh/h 14 29 3
Confficting Peds, #lhr 0 0 0
Sign Control Stop Stop
RT Channelized
Storage length
Veh In Medl~:~n S!orage, 4# . 0
Grade,% 0
Peak Hour Factor 94 94 94 94
Heavy Vehicles, % 2 2 2 2
Mvmt Aow 15 0 31 3
COnlllcUng Flow All 2142 2760 738 2013
Stage 1 1492 1492 -1259
Stage 2 650 1268 .

CrilicaiHdwy 7.54 6.54 6.94
Critical Hdwy Stg 1 6.54 5.54 .

CriUcal Hdwy Stg 2 6.54 5.54 .

Follow-up Hdwy 3.52 4.02 3.32
Pol Cap-1 Maneuver 28 19 360
Stage 1 129 185 .

Stage2 424 238 -
Platoon blocked, %
Mov Cap-1 Maneuver 23 17 360
Mov Csp-2 Maneuver 23 17
Stag e 1 122 179 -
Stage 2 362 22 5 .

HCM Conlrol Delay, s 154.9

HCMLOS F
MIIIOt od 4wnt
Ca p~clty (vehlh)
HCM lane VIC Ratio
HCM Control Delay (s)
HCMlanelOS
HCM 95th %tila Q(veh)

EXISTING PLUS PROJECT CONDITION

AM PEAK HOUR
754

7.54 6.54

6.54 3.52
35 181
367
30 30
171
325

33.1 D
39 39
0 0
0 94 94
2 2
1 41
2768 610
1259
1509

6.54 6.94

5.54 5.54

4.02 3.32
19 437
240
182
17 437
17 227
177
17 16
17 16
0 0
Free Free Free Free
None
150 . 150
0 0
94 94 94 94
2 2 2 2
24 1202 18 17
1475 0 0 1220

4.14 -4.14

2.22 . 2.22
453 . 567
453 -567
SBE SST S8R
567

0.03 11.5
B

0.1 8832 Ramona Street TIS
09/28/2017
33 33
0 Free Free
None
0 0
94 94
2 2
1440 35
0 0
Synchro 10 Report

E+P_q ThU Sep 2Bo 201'7 14:13.:"0:! , ______ ra_qe 5-l
Lt.vol ot. Sca:::vle. Cco;,put.at.1cn R4f;o:r.:t
ICQ lll.O~a u C:yelo J,.o1:19t ·tl l ·) ~t~d (f'Ut..UU Vot\'m'l.• Alcern.;"tiv~! ........................................ ~ ..................................................................... -. ·~ ... -................... ~ Inuaz .. c~.1.on Wl
y1::1o laec): 100 C~Hi.c:o1 Vol./C..p•(Kl: 0.533
t.oa• Tille t3ec): S. Average ~lay (sac/veh 1 : xxxxxx
op~ia>1 cycle: Z5 Level Of service: A ........................................................................................................................

Approach: North Bound South 8oand East. Bound h•t Bound Mova.ent: L -T -R. L -T -R L - T -1\. L -'I' -R ------)-------- ll-------11----------ll---------l
coatt'Cil: frotoected P.rot.ected Peug,tt:~d P----· 'I
B.iqhts: Ioclude-In a1yois -le:

V-ol/S.t: 0.01 O·lf 0.36 0.01 i1.43 0.43 .., "'l 0-00 0.03 ll .OO 0-0J f..I,OJ Crit Hovea::
4 ......................................... -..................... .

Tr&fU.a S.0.011S rcJ .~OIJO D-:!wl.t.ng Assvc-Ll.cen!:!ad to 1\K SNGIN&&fliNG GROUP

Lanes and Geometries
1: Lakewood Boulevard & Ramona Street
Lane Configu ratio ns
Ideal Flow (vphpij 1900
Lane Width (ft) 12
Grade(%)
Sto rage Length (fl) 0
Storage Lanes 0
Taper Length (It) 25
Lane Ub1 Factor 1.00
Ped Bike Factor
Frt
Fit Protected
Said. Flow (prot) 0
Fit Permitted
Said. Flow (perm) 0
Link Spee d (mph)
Link Distance (ft)
Travel Time (s)

EXISTING PLUS PROJECT CONDITION

PM PEAK HOUR
f
1900 1900
12 12
0 0
0 0
25 1.00 1.00 1.00

0.935

0.977
1702 0 0

0.977
1702 0 0
30 218

5.0 1.00

0.880

0.994
1629

0.994
1629
30 1763
40 .1
8832 Ramona Street TIS
09/2812017
t ~ \. + ./
1900 1900 1900
12 12 12
0 150 0 150 0
0 1 0 1 Q
25 25

1.00 1.00 0.95 0.95 1.00 0.95 0.95

0.997 0.995

0.9 50 0.950
0 1770 3529 0 1770 3522 «

0.950 0.950
0 1770 3529 0 1770 3522 0
30 30
918 1308
20 .9 29.7
Synchro 10 Report

Volume
1: Lakewood Boulevard & Ramona Street
EBL E8T
Traffic Volume (vph) 32 4
Fubue Volume (liph) 32 4
Confl. Peds. (#Jhr)
Conll. Bike6 (Nillr)
Peak Hour Factor 0.97 0.97
Growth Factor 100% 100%
Heavy Vehicles (%) 2%
Bus Blockages (#/lu) 0
Parking (#hlr)
Mid-Block Traffic(%)
Adj. Flow (vph) 33
bared Lane Traffic(%)
Lane Group Flow (vph) 0

EXISTING PLUS PROJECT CONDITION

PM PEAK HOUR
2%
0 0%
4 71
EB
33 4
33 4

0.97 0.97
100% 100%
2% 2%
0 0
34 4
0 0
0 0

0.97 100%
2%
0 0%
0 36
8832 Ramona Street TIS
09/2812017
t ~ ~ + .I
31 33 126 9 30 29 41
31 33 1289 30 29 41
c '

0.97 0.97 0.97 0.97 0.97 0.97 0.97
100% 100% 100% 100% 100% 100% 100%
2% 2% 2% 2% 2% 2% 2%
0 0 0 0 0 0 0
0% 0%
32 34 1329 31 30 1323 42
0 34 1360 0 30 1365 0
Synchro 10 Report

HCM 2010 TWSC
1: Lakewood Boulevard & Ramona Street

15.4 M
Lane Configurations •
Traffic Vol, 1/eh/h 32 4 33 4 31 30
Future Vol, vehlh 32 4 33 4 31 30
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Free Free Free
RT Channelized -None -None
Storage length . 150 .

Veb in Median Storage, t# -D 0 g
Grade,% 0 0 0
Peak Hourf&!itor 97 97 97 97 97 97 97 fJ1 97
Heavy Vehic les, % 2 2 2 2 2 2 2 2 2
MvmtFiow 33 4 34 4 0 32 34 1329 31
Conflicting Flow All 2137 2137
Stage1 14Q~ -1413
Stage 2 733 . 724
Critical Hdwy 7.54 6.94 7.54 6.94 4.14 -
Critical Hdwy Stg 1 6.54 . 6.54
Critical Hdwy Stg 2 6.54 -6.54
Follo~up Hdwy 3.52 3.32 3.52 3.32 2.22 .

Pot Cap-1 Maneuver -28 392 28 393 499 -
Stage 1 147 -145
Stage2 378 -383
Platoon blocked, %
Mov Cap-1 Maneuver -23 15 392 18 15 393 499 .

Mov Cap-2 Maneuver -23 15 18 15
Stage 1 137 192 -135 188
Stage2 324 185 . 32 2 188
r;a
HCM Controf Delay, s$ 690~6
HCMlOS F
Nliibr LaneJMl N8T .NBR.EB LnnWI.!n1 .SOL SST SBR
Capacity (veh/h ) 499 40 116 501
HCM lane VIC Rallo 0.068 • 1.778 0.311 0.06
HCM Control Delay (s) 12.7 -$590.6 49.5 12.6
HCML.anelOS B F E B
HCM 95th %Uie Q(veh) 0.2 7.5 1.2 0.2
Delay exceeds 300s +: Computation Not Defined

EXISTING PLUS PROJECT CONDITION

PM PEAK HOUR
Free
150
97 2
30 4.14

2.22 501
501
8832 Ramona Street TIS
09/28/2017
41 41
D
Free Free
None
0 0
97 9_7
2 2
1323 · 42
0 Synchro 10 Report

E+P_PM 'Ihu ~ 28, 2011 14:13:06 Page 5-l
Laval Of Scl:vi~ ~t.Ot...i.an Repoxt
o •• "'"a a~=~ a~~~~~ a ~~ • ~!~~~ -~~=~ -~~ • ~·::~-~~:~~~.;~~~,.!~:~:~!~~ """ • • •-• lntez:•ection 11
a ................... .

Cllcle (sec)! 100 crit~cal VoL/Ccsp. (XJ: 0.521i
t.oea T1tiM! Ieee): 5 ;;'I""L"i.•9e Delay (a~c/veh) l xx.xx2ex Optimel Cycle: 25 L;;~v~·) Of Service: A
4 ................................................... -.......................................... ~ ...

App.z:oach; lolcl'th Bound Soa.t: Boatu.J E..u-c. Bound He:st Boa.nd Movement: L -T -R L - T -R L - T -R L - T - R -----
1-----,-----•1--------------r t-----------1 1-------------1 contxol: Protected l"t"otected P•rraitted Panaitt.sd
llight11: Include Include Include Include
Min. Green~ 0 0 0 0 0 0 D iJ 0 0 D 0
Y+R: 4.Q 4,0 22 f. 31 ~ o ":\1
Added Vol: 0 D 0 0 0 7' 10 0 2 0 0 il
PaaserBlAfol: 0 D D 0 0 n 0 Q 0 0 0 tJ
Initiol Fut1 J3 1289 30 29 1283 41 32 • 33 4 a _,1
oser Ad'' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 "!."0 tKF Adj: 1.00 1·00 1 .00 1.00 1.00 1.00 1.00 1·00 1-00 1.00 1-00 1 .00 PHF Yolblle' 33 1289 30 29 1283 U 32 4 33 4 0 31
rt.e:duct Vol; 0 o 0 0 0 D 0 o 0 0 0 0
Radu""d Vol: 33 1289 30 29 1283 41 32 4 33 1 o Jl
PC£ Ad'' l.OO 1.00 LOO 1.00 1.00 1.00 1.00 l.•"' 1.00 1.00 1.00 1.00 MtF Ad:j: 1.00 1~00 l.OIJ 1~00 l.DO 1.00 1.00 }.!:!• 1.00 1.00 1.00 1.00 Fi.nalVglmae: 33 1289 30 29 1283 41 J2 4 Jl 4 0 31 -------1--------t1----------t t------------1 , _____________ t sa~u-.ntior. Flow Module;
Sat/Wne: 1600 1600 1600 1600 1600 1600 lEOO 1&00 1600 1GOO 1600 1600 AdjUllboent: 1.00 l.OO 1.00 l.OO 1.00 1.00 1.00 1.00 1.00 1.00 1·00 1.00 Linoo: l·OD 1.95 0.05 1.00 1.94 D-O~ 0.~6 0.0• 0,48 0.11 0.00 0.89 Final Sat,: lEOO 3127 ?J 1600 3101 99 742 9J 765 183 0 Ul1 ------------ r--------------1 l -----------11-------------1 r-----------1 C.,paci t¥ Analysis .Module:

Yol/Sat; 0.02 0.41 0.4l o.o~ 0.41 0.41 o.o2 a-04 o.o4 o.oo o.oc o.c;2 CJ:it Hove.:r:;: ....... •••• ........ ... .....

T:z:af:fi:~~ 8-0-0'115 (c) 2008 Dowling Aasoc. Licen~cd to R.M DlGIN&EillNG GBOUi!'

Appendix D
Traffic Signal Warrant Analysis Worksheets

California MUTCD 2014 Edition
Traffic Signal Warrants Worksheet
Average Traffic Estimate Form)
Urban/Rural (1/2) = 1
SCENARIO: E:w.ls~ing c.,ndl~!Of'!S
MAJOR STREET: Lakewood Blvd ADT = 32,178 Lanes= 3
MINOR STREET: RdmorJG St ADT = 7""' Lanes= A
Based on Estimated Average Dally Traffic-See Note)
URBAN XX RURAL Minimum Requirements
EADT
1A -Minimum Vehicular Traffic Vehicles Per Day Vehicles Per Day on Major Street on Higher-Volume
Satisfied Not Satisfied (Total of Both Approaches) Minor Street Approach XX (One Direction Only)
Number of lanes for moving
traffic on each approach.

Major Street Minor Street Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 or More 32,178 1 729 9,600 * 6,720 2,400 1,680
2 or More 2 or More 9,600 6,720 3,200 2,240
1 2 or More 8,000 5,600 3,200 2,240
1B -Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Major Street on Higher-Volume
Satisfied Not Satisfied (Total of Both Approaches) Minor Street Approach XX (One Direction Only)
Number of lanes for moving
traffic on each approach.

Major Street Minor Street Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 or More 32.178 1 729 14,400 * 10,080 1,200 850
2 or More 2 or More 14,400 10,080 1,600 1,120
1 2 or More 12.000 8,400 1,600 1,120
1A&B • Combinations
Satisfied Not Satisfied
XX
No ooe W§rrant S§ti§Ued, but following 2 Warrants 2 Warrants warrants fulfilled 80% or more ...
30% 61%
1A 18
Note: Use only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. 10/11/2017

z:: ~
I
c :.
e
A.

A.
o( .,
E =
0 >, .. .,
c .,
I ..
0 c
i
2014 Edition
WARRANT 3, PEAK HOUR
Urban Areas)
Traffic Conditions= i;xistlng (A ~)
Major Street Name = Lakewood Blvd Total of Both Approaches (VPH) = 2561 Number of Approach Lanes on Major Street = 3
Minor Street Name = Ramon~ St High Volume Approach (VPH) = 43 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
700 •
600
500
400
300
200 ~
100
oL .
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 MaJor Street-Total of Both Approaches -Vehicles Per Hour (VPH) o-1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ lanes (Minor)
Major Street Approaches
Minor Street Approaches
Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

November 2003
01_EX_AM.XLS Sect. 4C .06

1::

I
c
u •
2 D.

D.
o( .,
E
II
0 >, .. .,
c
tft
f
I
i
b "' ..
0 c
i
2014 Edition
WARRANT 3, PEAK HOUR
Urban Areas)
Traffic Conditions = Existing (PMj
Major Street Name = Lakewood Blvd Total of Both Approaches (VPH) = 2703 Number of Approach Lanes on Major Street = 3
Minor Street Name= Ramona St High Volume Approach (VPH) = 57 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
700 ··-··· -... ---I.

I
600
t
500
400
300
200 -
100 -
0 ,---
Sf ~ ---~-~----
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 Major Street -Total of Both Approaches -Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2-t Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
I• • Minor Street Approaches
Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. 150
100 --
1700 1800
November 2003
01_EX_PM.XLS Sect. 4C.06

Colifornla MUTCO 2014 Edil!on
Traffic Signal Warrants Worksheet
Average Traffic Estimate FormJ
Urban/Rural (1/2) = 1
SCENARIO: Font~ast Existing Pius Project Conditions
MAJOR STREET:

MINOR STREET :

Lake d Blvd
Ramona St
ADT
ADT
32,248
799
Lanes=
Lanes=
3 1
Based on Estimated Average Dally Traffic-See Note)
URBAN XX RURAL Minimum Requirements
EADT
1A -Minimum Vehicular Traffic Vehicles Per Day Vehi cles Per Day on Major Street on Higher-Volume
Satisfied Not Satisfied (Total of Both Approaches) Minor Street Approach XX (One Direction Only)
Number of lanes for moving
traffic on each approach .

Major Street Minor Street Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2or More 32,248 1 799 9,600 • 6,720 2.400 1,680
2 or More 2orMore 9,600 6,720 3,200 2,240
1 2orMore 8.000 5,600 3.200 2,240
18 -Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Major Street on Higher-Volume
Satisfied Not Satisfied (Total of Both Approaches) Minor Street Approach XX (One Direction Only)
Number of lanes for moving
traffic on each approach.

Major Street Minor Street Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 or More 32.248 1 799 14,400 • 10,080 1.200 850
2or More 2 or More 14,400 10,080 1,600 1.120
1 2 or More 12,000 8,400 1.600 1.120
1A&B -Combinations
Satisfied Not Satisfied
XX
No ooe warrant S§listle d, but following 2 Warrants 2 Warrants warrants fulfilled 80% or more ...
33% 67%
1A 18
Note : Use only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. 10/11/2017

IL >
I
c
u
I'lle
Q.

Q.

C(
I»
e :;,
0 >, ...

I» .
c
m
I
i -
U) ..
0 c
i
2014 Edition
WARRANT 3, PEAK HOUR
Urban Areas)
Traffic Conditions = Forecast Existing Pius Project (AM) Major Street Name = Lakewood Blvd Total of Both Approaches (VPH) = 2573 Number of Approach Lanes on Major Street = 3
Minor Street Name = Ramona St High Volume Approach (VPH) = 43 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
600 -7-----l
1---1---i
300
200 -t----t---1
100
O J,..._--t---+-=-!--+--
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street-Total of Both Approaches -Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

November 2003
01_EX+P _AM.XLS Sect. 4C.06

I
u; ...
0 c
i
2014 Edition
WARRANT 3, PEAK HOUR
Urban Areas)
Traffic Conditions = Forecast Existing Plus Project (PM) Major Street Name = Lakewood Blvd Total of Both Approaches (VPH) = Number of Approach Lanes on Major Street =
2705
3 Minor Street Name = Ramona St High Volume Approach (VPH) = ,.,. O:J Number of Approach Lanes On Minor Street= 1
SIGNAL WARRANT. NOT SATISFIED
700 .
500 L---~~~-+--~~"~T----r---.

I
150
0--...(:1::1Qoo-e----tj *100
900 1000 1100 1200 1300 1400 1500 1600 1700 1800
Major Street-Total of Both Approaches -Vehicles Per Hour (VPH) o--1 Lane (Major) & 1 Lane (M ino r)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

November 2003
01_EX+P _PM.XLS Sect. 4C.06

8.0 Findings & Recommendations
The proposed project is planned to open in 2017. The project site is located on the south side of Ramona Street and west of lakewood Boulevard in the City of Bellflower.

The project site currently contains 25,000 square feet of building utilized for fleet maintenance and operations.

The proposed project is planned to displace 9,500 square feet of the existing use with a cannabis cultivation facility. The remaining 15,500 square feet will continue to serve the existing use.

Access to the site will continue to be provided off of Ramona Street.

Based on discussions with the project applicant, the proposed use will have a maximum of ten (1 0) employees. Delivery vans will be utilized for transportation of material. The frequency or number of delivery vans in a single hour are expected to be nominal.

The study evaluates the following study intersections during a typical weekday AM peak period (7:00 AM to 9:00 AM) and PM peak period (4:00 PM to 6:00 PM):
lakewood Boulevard I Ramona Street (unsignalized).

The unsignalized study intersection has also been evaluated for signalization based on the peak hour and daily volume warrants and procedures contained in the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Edition.

The study also evaluates the following study roadway segment:

Ramona Street just west of lakewood Boulevard.

Utilizing a conservative approach, the proposed project is forecast to generate approximately 140 daily trips which include approximately 14 AM peak hour trips and approximately 14 PM peak hour trips.

It should be noted the trips generation estimated in this analysis is considered to be very conservative since:
8-1

The trip generation forecast does not account for the reduction of the existing trips assoc!ated with displacement of the 9,500 square feet of existing use by the proposed project;
The trip generation forecast assumes all employees will arrive in a single hour in a single vehicle; and
The trip generation forecast does not account for any potential reductions associated with modal split and use of public or other forms of transportation.

It should also be noted, based on industry standards and typical traffic impact analysis guidelines, preparation of a traffic analysis is generally required when a proposed project is expected to generate 50 or more peak hour trips. Hence, based on typical traffic study guidelines and requirements, preparation of a traffic study would not even be required for the proposed project.

Stu.!JJ!Jl11.e!S.e£ti.Qn.J..OS Anali'Sis Results Summary:

The study intersection is currently operating at a deficient LOS (LOS r) during both peak hours for Existing Conditions.

The study intersection is forecast to continue to operate at a deficient LOS (LOS F) during both peak hours for Forecast Existing Plus Project Conditions.

Based on the thresholds of significance, the proposed project is forecast to nm result in a significant traffic impact at the study intersection for Forecast Existing Plus Project Conditions. Hence, no mitigation measures are required for the proposed project.

S.t.J.JdY Boa.~_egment Analysis Results 5ummazy:

Based on the thresholds of significance, the proposed project is forecast to oot result in a significant traffic impact at the study roadway segment for Forecast Existing Plus Project Conditions. Hence, no mitigation measures are required for the proposed project. 8-2

Traffic Signal Warra nt Eva luation um mary :

The Lakewood Boulevard I Ramona Street unsignalzied study intersection does not satisfy any of the evaluated traffic signal warrants.

It should be noted the signal warrant analysis is only prepared for informational purposes.

As previously shown, based on the thresholds of significance, the proposed project is forecast to not result in a significant traffic impact at the study intersection for Forecast Existing Plus Project Conditions. Hence, no mitigation measures are required for the proposed project.

Sight Distance:

Sight distance shall conform to the standards set forth by the City of Bellflower and applicable guidelines. The height of fences, trees, shrubs, and other visual obstructions affecting sight distance shall be limited to a maximum height of 12 inches. 8-3

Exhibits

SITE
Lecend:

D = Study Area Intersection
J
N
2699-2017..0l(ExA) --
8832 RAMONA STREET liS, City ol BeiiRower, CA
I
I
Artesia Blvd
Ramona Street
Exhibit A
ocation Map
engineering _
LU.U group, Inc.

J
N
Exhibit B
Existing Lane Geometry and Intersection Controls
l r-----......... ,...,//
v
r9 1>~--
t=========~--~ ---------------G -· "'"-,........_ '•
Artesia Blvd
Ramona Street ------------~
lr------------~
r-<-"' ', *
SITE '·
i
I .

Legend:

Stop Sign

Exhibit C
Existing Conditions Traffic Vol mes
t===::::==--------1 91) -----------,.,---------~ ·-.._'--.. ( ,.. /----""-. ....._ _ _/ / nd--': __
10/20 • AM/PM Peak Hour Volumes
1,000 "' Averago Dally Traffic Volume
26n-2oJ7-0 I(§cC) _....... ... __ ....... _. _
88)2 RAMONA STREET TIS, City of BeJIRowar, CA
l \
0 M ~ ""'
1,458
0 SITE N' ,.,
Artesia Blvd
Ramona Street
I, 176 ---.. /
M
I
J\~(J\ ~~~
L39/31
M---1/0 .

J t .... l r ·-3/4
12/22_j .... , l r--
0/4 -... ~a-6 i
29/31--, ~~~ /
M~-/
I ~ /~
I -/

j
N
Exhibit D
Project Trip Distribution
I ·--
1 ...... _______ ---·-·-------·---,
r_9 D -------
Artesia Blvd
i
a
l ~
80 Ramona Street
1 20 J
SITE
Legend:

I0 = Percentto Zone
2699-2017-0I@cD) . _ ---___ ~
lll11W10NA STREET TIS, City of Belllloower, CA ·-·-·-~ engine~ring __ ~ group, me.

N
Exhibit E
Project Traffic Volumes
v-·---.... --........ ,
91 '-· ---~ ----~--------------------~r-~-~~==---~----~ ------- r ·---1 j ~ '---~·"
r' --------
Artesia Blvd
140 ...... -------------
4II'r-------------~.,
0 Ramona Street
Legend:
10/20 .. AM/PM Peak Hour Volumes
1,000 = Average Dally Trallk: Volume
ITE
co
M y-\
g~ LoJO \
cr[ -4 -0!o \
f!J/E_--
2/10 _3 "'"'! • .... :
010 --oo6 J
012 -, Noo

J
H
Exhibit F
Forecast Existing Plus Project Conditions Traffic Volumes

7. ~-------------~----------~~~~~
9l i~ ----~ ----------~ .
h~&~n~:. . __ ...
10/20 .. AM/PM Peak Hour \loluma
I ,000 • Averqe Dally Traffic Volumt1
1,598
SITE
l
CX)
0 q,
M
Artesia Blvd
Ramona Street
1,176
I
I
I
I

Appendices

SoGalGas
A i' Sempra Ener} n:wry
A C4U l7 NUM9ER

SERVICE FOR

BERENICE CRISTERNA
252 IVES S I
BELLFLOWER CA 90706-3516
Did you overlook paying your last bill? Please pay the total amount due. Disregard this message if payment was already made. Thank you.

You are currently receiving the CARE discount. The discount now appears as a separate credit on your bill.

Account Summary
Amount of Last Bill $139.98
Payment Received - .00
Gurrent ChaCge_s + 97.81
T_a_ n..._.. n..,, en-i n
1 VLGI /'9111V411L L/M i WLVI.I J
s»==s v=_-=
no o : - . e no Tw.....,.., ndic. vi'i ESiiici u8i i.ii idicZv @. i oa5@iii @iiiiCidJai te:-r inciiiia Meter Number: 13619374 (Next scheduled read date Mar 8 2022) Cycle: 3 Current Previous Billing BTU
Billing Perlod Days Meter Number Reading - Reading = Difference x Factor x Fador = 01/05/22-02/04/22 30 13619374 4601 4537 64 1.000 1.036
Customer Charge
Total
Therms
66 30 Days x $.16438 4.93
G8S i iail NGit7iiu`i ji eidiiS belu'W' i hcifii3
Baseline Over Baseline
Therms used 48 18
Rate/fherm R7 R7 Q 'R77
Charge $39.59 + $22.30 = 61.89
3CIaj V UI I I I 11 \%\AI i 7 lJll I 1ICI 1 i 1. J1 . l%J 1.) ..1J. 1-1 Transportation Charge Adj 66 Therms x$.00032 -.02
C IRE pr grsrn Lis cunt -23 99
Total Gas Charges $95.95
Continued on next page)
DAiE IAlLEQ Feb 8, 2022_
24 Hour Service
1-800-427-220 English
1-800-342-4545 Espanol
1-800-252-0259 TTY
6calgas.corn
PagP 1 ofi 2
Due By Amount
Past Due Now $139.98
Current Char es 311/22 $97.81
Tatal Amount I}ue 237.T9
Gas Usage History (Total Therms used)
00 o - ---- - - -
k-
1 -- -- 1
2p l 111 t,1 <t,''
FEB MdR APR M4Y JUN JUL AUG SEP OCT NOV DEC AqN FEB
Feb 21 Jan 22 Feb 22
7olal liinrm5 usetS 59 00 66
Daily average Therms 2.0 3.3 2.2
Days in billing cycle 29 30 30
H
Colder weather might lead to higher natural
gas bills. Learn about the factors that can
cause your bill to fluctuate as well as tips to
manaae hiaher bilis and wavs to conserve
ai svi.aiyas.ui i ii :iii
You could qualify to receive energy-saving
home improvements at no cost through the
Energy Savings Assistance Program. Learn
more at socalgas.com/improvements
Usted podria calificar para recibir mejoras
ai nogar eTicientes en energia sin cosio a
traves del programa Energy Savings
Assistance. Vea mas informacibn en
nvi=:"i'v...i,.......ije,. ii
f . ....:... .: ::«:::::: : billing period:

Feb.........$.60655 Jan.........$.83569

PLEASE KEEP THIS PORTION FOR YOUR RECOR S (FAVOR DE GUARDAR ESTA PARTE PARA SUS REGISTROS )

PLEASE RETURN THIS PORTION WITH YOUR PAYMINT (FAVOR DE DEVOLVER ESTA PARTE CON SU PAGO ) Save Paper & ACCOUNT NUMBER Due By Amount

PAYONLINE
PastDue Now $139.98 0
socalgas.com Current Char es 3/1/22 $97.81 Sa alGa A SempraEnergy ;r y To+al Par unt Due $?37.79 Please enter amount enclosed.

Write account number on check and
meke payeble to SoCalGas

BERENICE CRISTERNA
9252 IVES ST
BELLFLOWER CA 90706-3516 SoCalGas
on anv r
MONTEREY PARK CA 91756-5111

SoCalGas
r
n 5c rnpra Fner 4 m
ACCOU IT MUh9 ER

DATE DUE
Mar 1. 20^c2

AMOUNT DUE
237.79
TAXES 8c FEES ON GAS CHARGES Amountl$)
State Regulatory Fee 66 Therms x$.00577 .38
CARE Public Pur ouc Surcharyc 66 Therms x.02241 1.8
Total Taxes and Fees on Gas Charges $4.86
SoCalGas
Policies antl Natices
Electronic Check Processing - When you pey your bill by check, you authorize us to electronicaly process your payment. If your check is processed electronicaly, yourchecking aa;ount may be debited on the same day we receive the check. Your check will not be returned by your bank, however, the transaction will appear on your bank stalement If you do not wish to participate in this program, please have your account number ready and
ca111-B77-272-3303.

Closing your Gas Service - We require two (2) norking days and access to the meter to cbse your gas service
iui uuaii u au ui uaywiio - iroirnesiueuiiai uwouui ouiy Amount of Deposit - The amount of deposit required to estab sh or re-estabbsh service credit is twice the estimated averege o..a.. ti u
keYurn oT UeposiynnYerest an uepasii - i nis aepo n, iogerner wiih any interest due, less the amount of any unpad bills, will normaly be returned eilher on discontinuance of service or after the deposit has been hekl for tweNe (12) consecutive months, during which time continuous gas sendce has been received and all bills for such service have been paid in accordance with the rules in effect and filed with the Pubic Utifties Commission of the State of Caffomia No Interest will be paid if the service is o ra r o a t1y d,o ,i for o -par t of'ti
Billing Term Definitions
Rasalinw - Amnunt nf nas hilhri at iha huiacf msir4?ntial rata ciiiii5g raaioP -„ijusts iiie Fiol urii ui yas iYieesuF c7 io differences in defvery pressure, altitude, and meter cafbretion.

BTU Factor - Adlusts the amount of pas measured to reflect the heating content of gas.

Climate Zone - Weather zone in which a customer fves. Colder zones receive more basefne albwance
State Regulatory Fee - A fee used to fund the Caffomia Pubic Utifties Commission Each customer's fee is determined by 1he number of lherms used
Gas Commodify Charge - Cost of gas purchased by SoCalGas on behaH of its customers
SoCalGas Payment Locations
Tmtal Cu xent Char es $7.S1
Public Purpose Surcharge - Charge to fund Pubfc Purpose Progrems such as Caffomia Altemate Rates for Energy (CARE), Energy Savings Assistance Program (ESAP), energy efficiency and research and devebpment CARE customers pay a reduced
su charge which excludes CARE program costs.

Public Utilities Commission Notice - If you be6eve lhere is an error on your bill or have a queslion about your service, please call SoCalGas customer support at (80D) 427-2200
If you are not satisfied with SoCalGas response, submit a comp int to the Caffomia Pubic Utifties Commission (CPUC) by Ncitinn www r.nuc ra nnvlemm lain}al RilEnn anri cenrirp complaints are handled by ihe CPUCs Consumer Affairs Branch CAB), 505 Van Ness Avenue, Room 2003, San Francisco CA
94102.phone:800-649-7570
If you have 6mitations hearing or speaking, dial 711 to reach ihe Ca&fomia Relay Service, which is for lhose nceding assistance ch ny 4e6r hn org lin flio nf /ho mMrg heh.+n
berouted to the Caffornia Re y Service provider in your preferred mode of communicalion
California Rcfay Service Phone Numbers:
i u o} Call Lan ux e 7o11-Free 84 Number
Ii i riv vrn v iU vooce cngusn rauu-aa•eyia
I Snanish i-&1U-9553 60
rVoEca ifl TTYNCQIHCO nglish 1•80D•7S5•29 2
From orto English 8
q_800•8547784Speech-to-Speech Spanish
To avoid having senrice tumed off while waiting for the outcome of a complaint to the CPUC specifically regarding the accuracy of your bill, please contact CAB for assistance If your case m ts the eEgibifty criteria, CAB will provide you instructions on how to mail a rhork nr mnnov nrriar tn Iw imnni inriari nonrlinn rocn4 ifinn nf vni ir case. You musl continue to pay your current charges while your complaint is under review to keep your service tumed on.

Authorized Payment Agencies - Call the Self Service Options number 1-8D0-772-5050 for the addresses of payment agencies in your area.

Company Offices - Business Hours: Monday - Friday 9am - 6pm Alhambra, 333 E Main St. Suite J Hollywood, 1811 Hillhurst Ave.

A^ahcim, 7^5 S:.c r,•lcgC 9lVd HU^il y`•an P fI' °1E PaCIfiC SIVd.

Banning, 60 E. Ramsey St #A Indio, 45123 Towne Ave
Commerce, 5708 E Whittier Blvd Inglewood, 3530 W. Century Blvd Ste 102 Compton, 700 N Long Beach Blvd Lancaster, 2065 W Avenue K Corona, 341 S. Lincoln Ave. #A Lompoc, 12B S"H" St
Covina, 932 N. Citrus Ave. Los Angeles, 3739 Crenshaw Blvd. #C flalann 1997.1affPrcnn Rt I ns AnnPlac dft1A R Cantral Ave Dinuba, 239 E. Tulare St Los Angeles, 2522 N Daly St
EI Centro, 1111 W Main St Ontario, 962 N Mountain Ave
EI Monte, 11912 Valley Blvd., Suite B O cnard, 1640 E Gonzales Rd uienaaie, y'Ib Geni ai Hve #tf i'omona, 'iab c:sra b[.

Hanford, 420 N 11th Ave #105 Porterville, 59 W Thurman Ave Hemet, 280 E Stetson Ave Riverside, 7000 Indiana Ave # D5 AATF MAIL D Fe , 2Q22
1-800 27-2200 English
1-800-342-4545 Espanol
1-800-252-0259 TTY
socalgas.com
Page ? of 2
Other Important Phone Nurnbers
For the following, call
Monday - Friday, 8 a.m. - 5 p.m.:

Qo ' Cantonese 1-800 27-1420
f i 1 4 Korean '300 27-0471
ao au Mandarin 1 00 27-1429
N I Ti NG VIEf Vietnarrese 1 40 27-0478
Self Service Options available 24
hours a day, 7 days a week ...... . 1-800-772-5050
For information regarding paymeni arrangemenis, office
locations, account balance, billing recap, duplicate bill, Residential Past Due Bill Forgiveness through the
Arrearage Management Plan, and CARE applications
for income qualified customers.

To locate underground cables 8
gas pipes, please call DigAlert,
Monday-Friday, 6 a.m. - 7 p.m. ... 8-1-1
Payment Options $
Online: IYs fast, easy and iree. Just register or sign into Home banking: If you pay bills online through your
bank, check with them, to see if you can receive your
uiii G iiiiio.

Direct Debit: Have your payment automatically
deducted from your account. For more information, call
1-800-427-2200 or visit socalgas.com
Pay by Phone: Call 1-800-427-2700 to enroll or, if
alreaqy enrollea, can to autnorize a payment trom your
checking account.

By Mail: Nlail your check or money order, along with
a—... _.-... -- ...- --•......., _.. -: :.... --... . . ..._ enclosed envelope to SoCalGas, PO Box C, Monterey
Park, CA 91756
Debit/Credit Card or Electronic Check: You can use
Discover, Mastercard, Visa CrediUDebit cards, and
Electronic Checks thru BiIlMatrix. A convenience fee is charged. Contact BiIlMatrix at 1-B00-232-6629 or visit
socalgas.com.

III rCl,Vll. I"ely 111 /CIJVII ell UIIC VI VUI l:UI1VCllltllllly located payment locations. To find the nearest location and hours of operation, call 1-800-427-2200 or visit
cnraln c rnm
San Bernardino, 1136 N. Mount Vernon Ave. #305
S4R F ^^d•• n44 S Bfu^d BI"d SU :C 1C1
San Luis Obispo, 2240 Emily St Suite 140
San Pedro, 1651 N. Gaffey St Suite A
Santa Ana, 736 S. Harbor Blvd
Santa Barbara, 134 E Victoria St.

Santa Fe Springs, 11516 Telegraph Rd
Ranta Maria 55f1 F Ra.ttaravia R i .Snite R
South Gate, 3530 Tweedy Blvd
Van Nuys, 6550 Van Nuys Blvd
Visalia, 1305 E Noble Ave
vV immgton, yGy iv Nva on kiiva.

Drop Box Location
Burbank, Public Service Department,
V: PAa^yrcliu BI':d.

SoCalGas: Delivering affordab/e, clean and increasing/y renewable energy fo more than 21 million Californians.

SoCalCas
A Sc rnpr Energy uuiuy
4 e 4rar um -

SERVICE FOR

BERENICE CRISTERNA
9 52 iVES 5T
BELLFLOWER CA 90706-3516
You are currently receiving the CARE discount. The discount now appears as a separate credit on your bill.

Account Summary
Amount of Last Bifl $60.7C
Payment Received 12/29/20 THANK YOU - 60.70
C«rre t G_h_ar es_ ___.--------- + 1D8.40
Total Amount Due $108.40
This bill reflects modified gas charges due to a rate change.

Current Charges
Rate: GR - Residential Climate Zone: 1 Baseline Allowance: 56 Therms Meter Number: 13619374 (Next scheduled read date Feb 3 2021) cycle: 3 Current Previous Billing BTU Total
Billing Period Days Meter Number Reading • Reading = Difference x Factor x Factor = Therms 12J03l20-01/OS/21 33 13619374 4213 4123 90 1.000 1.033 93 n n n wnnrn . ..

Customer Charge 33 Days x$.16438 5.42
Gas 5ervice (uetaiis beiowj
Baseline
Therms used 56
u.e ,yI.IVJLI
Charge $65.14
93 i herms
Over Baseline
37 p I.:JJ YV
5R QR 122.10
Transportation Charge Adj 93 Therms x$.00453 -.42
CARE Program Discount -25.42
Total Gas Charges $101.68
A 7E AIL D Jan %, ?_021
24 Hour Service
1 OQ-427-2200 English
1-800-342-4545 Espano!
1-800-252-0259 TTY
srsc lgas.corr

DATE DUE Jan 28, 2021
AMOUNT DUE $108.40
Gas Usage History (Total Therms used)
oa : - .

SO
20 0
JAN FEB MAR APR M4Y JUN JUL AUG SEP OCT NOV DEC ,I4N
20 21
Jan 20 Dec 20 Jan 21
Total Therms used 80 43 93
Daily average Therms 2.5 1.4 2.8
Days in billing cycle 32 31 33
TAXES & FEES ON GAS CHARGES Amou rt$
State Regulatory Fee 93 Therms x$.00577 .54
CARE Public Purpose Surcharge 93 Therms x$.06643 6.18 SoCalGas'gascommodirycostperfhermforyour Tviu'i Tunc ui G cc.` vi v'u viiui`' QaCS. y W UIIfIfI Je%IUC.

Continued on next page) .1an. . . . . . . . .$.39764 Dec. . . . . . . . .$.36159 PLEASE KEEP THIS PORTION FOR YOUR RECOROS IFAVOR DE Gl1AR AR ESiA PAR7E PARR 5115 RGOISTROS.I PLEASE REfURN h115 PORTIOM WfTH YOUR PAYMENT (FAVOR DE DEVOLVER ESTA PARTE CON SU PAGO 1 Save Paper & ACCOUNT NUMBER DATE DUE Jan 28, 2 2
Postaqe

PAY ONLINE
socaigas.com If Uj j' (J . 8.(% SaCalGas a,j SempraEnergy iiny Please enter amount enclosed.

Write account number on check and
make payable lo SoCalGas

BERENICE CRISTERNA
9252 IVES ST
BELLFLOWER CA 90706-3516 VVVGIVGJ

PO BOX C
MONTEREY PARK CA 91756-5111
H
W
wA0
W

SoCalGas
A j Sernpr L-t ergp u nny
accour r .sE

DATE DUE
Jan 28. 2021 $108 40
SoCaf as
Policies and Notices
Electronic Check Processing - When you pay your bill by chedc, you authenze us te e'sctronical;y prmes your payment !f your check is processed elec onically, yourchecking account may be debited on the same daywe receive the check. Your check will not be retumed by your bank, however: the transaction will appear on your bank statement If you do not wish io particip ie iis this program, please have your account number ready and
ca111-877-272-3303.

Closing your Gas Service - We require two (2) working days and access to the meter t close your gas service.

Information about Deposils
Amount of Deposit - The amount of deposit required to establish or reestablish seroice credit is twice the estimated average periodic bill
Return of DepositllMerest on Deposit - This deposit, together with any interest due, less 1he amount of any unpaid bills, will m...,..m.,.....a..,,_..._., ..,....,...,,......_,.....
w,.,,,,,,,,,.,. ....
the deposit has 6een held for iweNe (12) consecutive months, during which time continuous gas service has been received and all hillc fnr airh aarvira hava hPan nairi in armrrianr.a uulh iha IUICJ iil CilGlil al IU iiiGU YYlui ll Ic f UUllli vllllllc wiIIIIIISSIUII UI the State of Califomia No Interest wi II be paid if the service is temporarilv or permanenlN discontinued for non-pavment of bills Billing Term Definitions
Baseline - Amount of gas billed at ihe bwest residential rete.

Billing Factor - Adjusts the amount of gas measured for diiferences in dellvery pressure, altitude, and meter calibration.

PTII CenM. 6.Iii rM 41.c emnim+nF na mce ii orl 1.. roflo..f 7ho v: ..___'__'_"'"__...-"__' ____.__'_ _'__'_'_
heating content of gas.

Climate Zone - Weather zone in which a customer lives Colder nnec rd.en o mn.e h olino IL,.n..o
State Kegulatory hee - A iee usea to iund ihe Calitomia ruplic Utilities Commission Each customer's fee is determined by the number of therms used.

Gas Commodity Charge - Cost of gas purchased by SoCalGas on behalf of its customers.

SoCalGas Payment Locations
Total Current Charges E 108.40
Public Purpose Surcharge - Charge to (und Public Purpose rn9,ins such as r,l fomia Allem2tF R tes For Ene.rg; (.fiRE), Energy Savings Assistance Program (ESAP), energy eificiency and research and devebpment CARE cuslomers pay a reduced
sur harge which excludes CARE program cosls
Public Utilities Commission Notice - If you believe there is an error on your bill or have a question about your service, please call SoCalGas customer support at (8D0) 427-2200.

Ii you are not satisied wilh SoCalGas response, submit a complaint to ihe CaliTornia Public U lilies Commission (CPUC) by visiting www.cpuc.ca.govlcomplainis ! Billingandservice complaints are handled by 1he CPUCs Consumer Affairs Branch CAB), 505 Van Ness Avenue, Rooin 2003, San Frendsco CA
94102 phone:600-649-7570
If you have limitations hearing orspealdng, dial 711 to reach the California Relav Seroice, which isforihose needin assislance relaying telephone conversations Dial one of the numbers below to be routed to me CaliTomia Relay Service provider in your preferred mode of communication.
w -- ---- - ----
T af Call Lan u a 7oll-Frec 8Q0 kumher
iTYNCO1HCOtoVoice Enallsh 7-8 0-735-2929
S anLsh 7-800-855-3000
1/olcetoTTY1VC01HC0 English 7 OU-733-2922
S anish 1-800-855-3000
From or to English &
1 00-8547784C„......L s.. C........M C......I..M
To avoid having service tumed off whi le waiting for the outcome of a comolaint to the CPUCspeciflcallv reqardina the accuracv of r,,;...:,.,.;.,, ,,, .,: .: ,,...., ,..u „ . . .. .,
efigibility criteria, CAB will provide you instructions on how to mail a check or money order to be impounded pending resolution of your case You must cononue to pay your current charges wmiie your complaint is under review lo keep your service tumed on.

Authorized Payment Agencies - Call the Self Service Options number 1-800-772-5050 for the addresses of payment agencies in your area.

Company Offices - Business Hours: Monday - Friday 9am - 5pm Alhambra, 333 E. Main St Suite J Hollywood, 1811 Hillhurst Ave n N j.., ?1R S Stw... CCII y OI Ll nk'ry n 0. y SO R D..CIfIC EI:'.'. 8anning, 60 E. Ramsey St #A Indio, 45123 Towne Ave.

Commerce, 5706 E Whittier Blvd Inglewood, 3530 W. Century Blvd. Ste 102 Compton, 700 N. Long Beach Blvd Lancaster, 2065 W. Avenue K Corona, 341 S. Lincoln Ave. #A Lompoc, 12B S. "H" St.

Covina, 932 N. Citrus Ave. Los Angeles, 3739 Crenshaw Blvd #C I Plann 1 7.IPffPr nn SY I n5 Annr+.lac 4 i1Q S C:Pntral Avr+.

Dinuba, 239 E. Tulare St Los Angeles, 2522 N Daly St
EI Centro, 1111 W. Main St Ontario, 962 N. Mountain Ave EI Monte, 11912 Valley BNd., Suite B Oxnard, 1640 E Gonzales Rd. ienoai, a ia a ernra r+v ad romana, iao e ora ai
Hanford, 420 N 11th Ave #'105 Porterville, 59 W Thurman Ave Hemet, 527 N San Jacinto St. Riverside, 7000 Indiana Ave #105 AT MAII[ Jan 7, ?0?1
1-000-427-2200 English
1-800-342-4545 Espano'
1-800-252-0259 TTY
socalgas.com
Paae _7_ af 2
Other Important Phone Numbers
Forthe followir g, call
Monday - Friday, 8 a.m. - 5 p.m.:

Qo ' Cantonese 1-SOOat27-1420
F a Kcrean 3-840-427-5l4i1
oA au Mandarin 1 00 27-1429
NOI TI NG VIET yietnamesa 1-8Q0 427-0478
Self Service Options available 24
hours a day, 7 days a week .......1-800-772.5050
For information regarding payment arrangements, office
locations, account balance, billing recap, duplicate bill and CARE applications for income qualified customers.

To locate underground cables &
gas pipes, please call DigAlert,
Monday-Friday, 6 a.m. - 7 p.m. ... 8-1-1
Payment Options $
Onlfne: It's fast, easy and free. Just register or sign into My Account at htlps://myaccount.socalgas.com
Home bankinq: IT vou pav bills online throuqh your
v 3;.,.. v_:,..., .... - . ---
bill online.

Direct Debit: Have your payment automatically
deducted irom your account. For more information, call
1-800-427-2200 or visit socalgas.com
Pay by Phone: Call 1-SOD-427-2700 to enroll or, if
already enrolled, call to authorize a paymeni from your checking account.

By Mail: Mail your check or money order, along with
the payment stub at the bottom of your bill, in the
enclosed envelope to SoCalGas, PO Box C, Monterey
ATM/Debit/Credit Card or Electronic Check: You can
use most major ATM/debit cards, VISA and MasterCard
credit cards, or the tlec[ronic Gheck thru tSiIIlVlatnx. H convenience fee is charged. Contact BiIlMatrix at
1-800-232-6629 or visit socalgas.com.

In Person: Pay in person at one of our conveniently
located payment locations. To find the nearest location dii 'uiuJivjicTduii , an rwv-ta-<vvC.i vi.
socalgas.com.

San Bernardino, 1136 N. Mount Vernon Ave. #305
C C.h3^.'.0 '.c, ef3n.1 0.1 wrt 1 11
San Luis Obispo, 2240 Emily St. Suite 140
San Pedro, 1851 N. Gaffey St Suite A
Santa Ana, 738 S Harbor Blvd
Santa Barbara, 134 E Victoria St.

Santa Fe Springs, 11516 Telegraph Rd.

Ranta Maria 550 F Retteravia Rd SuitP A
South Gate, 3530 Tweedy Blvd
Van Nuys, 6550 Van Nuys Blvd
Visalia, 1305 E Noble Ave
vv mingcan, a y iv Hva an tsNd
Drop Box Location
Burbank, Public Service Department,
9$ :nl !'.3y^^C I.'.. Qh
SoCa/Gas: Delivering affordab/e, c/ean and increasingly renewab/e energy to more than 21 million Californians.

SvCalGas
n ' Sempra Energy uam y

AGCAUNT NUMBER -

SERVICE FOR

BERENICE CRISTERNA
9 52 IVES S I
BELLFLOWER CA 90706-3516
Did you overlook paying your last bill? Please pay the total amount due to avoid collection notices. Disregard this message if payment was already made. Thank you.

You are currently receiving the CARE discount. The discount now appears as a separate credit on your bill.

Account Summary
Amount of Last Bill $68.91
Payment Received - .00
C rrent Charges + 40.71
iotai Amount uue uy.tiz
viaii i i Vifuiy j
Rate: GR - Residential Climate Zone: 1 Baseline Allowance: 51 Therms Meter Number: 13619374 (Next scheduled iead date Apr 2 2020) Cycle: 3 CurreM Prevlous
Billina Period Davs Readina - Readina = ifference x Billina Factor = Total Therms 02103/20 - 03/04/20 30 3951 3913 38 1.038 39
e95 vnnn i25 P11110UI1t1$)
Customer Charge 30 Days x$.16438 4.93
Gas Service (Defails be/ow) 39 Therms
Baseline
Therms used 39
Rate Therm $1.08769
Charge $42.42 42.42
Transportation Charge Adj 39 Therms x$.00502 -.24
CP,P.E O^y 8m Discou^t -9 3
Total Gas Charges $37.72
Continued on next page)
AiE n AII E Mar 6, 2020 Page 1 afi ?_
24 Hour Service
1 00-427-2200 English
1-800-342-4545 Espano/
1-800-252-0259 TTY
s cc igas.cor
Due By Amount
Past Due Now $58.91
Current Char es 3/26/20 $40.71
Total Amount Due $109.62
Gas Usage History (Tota/ Therms used)
z
sa — — —
r
o 11"1 111 ' 111 I
MAR APR MAY JUN JUL AUG SEP OCT NOV EC A4N FEB M4R
Mar 19 Feb 20 Mar 20
Total Therms used 90 62 39
DailyaverageThemts 3.0 2.1 1.3
Days in billing cycle 30 30 30
y:.. :,,;;:: .. :r., ....;: ; :.u;
billing period.

Mar.........$.22106 Feb.........$.26008
H
PLEASE KEEP THIS PORTION FOR YOUR RECORDS. (FAVOR DE GUARDAR ESTA PARTE PAftA SUS RE615'f RtlS.I PLEASE REfURN THIS PORTION WfTH YOUR PAYME7JT (FAVOR DE DEVOLVER ESTA PARTE CON SU PAGO Save Paper & ACCOUNT NUMBER {
osta o
Due By Amount o

PAY ONLINE
Past Due Now $68.91 0
socalgas.com Current Char es 3/26/20 $40.71 SaCa Ga R SempraEnergy ur y Total Amount Due $149.62 Please enter amount enclosed.

Write account number on check and
make payable fo SoCalGas

BERENICE CRISTERNA
9252 IVES ST
BELLFLOWER CA 90706-3516 SoCalGas
DY QvY
MONTEREY PARK CA 91756-5111

S Ca1Gas
n Sernpra Energy u±m N
AGCO!!T NL MBER

DATE DUE
Mar 26, 2020

AMOUNT DUE
109.62
TAXES & FEES ON GAS CHARGES Amoum(31
State Regulatory Fee 39 Therms x$.00247 .10
CARE PubGc P;rpese S rcharge 39 Therms x$.Q7423 2.89
Total Taxes and Fees on Gas Charges $2.99
SoCalGas
F olicie§ and Notices
Electronic Check Processing - When you pay your bill by chedc, you authorize us to electronically process your payment If your check is processed elecironically, your checking account may be debited on 1he same day we receive the check Your check will not be returned by your bank, however, ihe transaction will appear on your bank sfatement If you do not wish to participate in this program, please have your account number ready and
call 1-877-272-3303.

Closing your Gas Service - We require two (2) working days end access to ihe meter to close your gas service
Information about DeposNs
Amount of Deposit - The amount oi deposit required to establish or re stablish service credil is twice the estimated average Return oi DeposiUlMerest on Deposit - This deposit, together with any interest due, less the amounl of any unpaid bills, will nnrmall ha oh irrori citharpn riicrnnliniianra nf mn ira nr afta ihe deposit has been held for tweNe (12) consecutive months, during which fime continuous gas service has been received and all bills for such service have been paid in aaardance with the rules in effecl and filed with 1he Public Utilities Commission of the State of Califomia. No Interest wn II be paid if ihe service is temporanly or permanentry discontinued tor non-payment ot bills.

Billing Term Definitions
w-„.,. iyu w,..w.........3:.G.u f,c
Billing Factor - Adjusts for differences in elevation, livery nressure and the heatina content of aas.

Climate Zone - Weather zone in which a customer lives. Colder zones receive more beseline albwance
State Regulatory Fee - A fee used to fund the Califomia Public Utilities Commission Each customer's fce is determined by ihe u yq vi Iipi pu U
Gas Commodity Charge - Cost of gas purchased by SoCalGas on behalf of its customers.

SoCalGas Payment Locations
Total Current Charges S 4Q.71
Public Purpose Surcharge - Charge ro fund Public Purpose Programs such as Califomia Altemate Rates for Energy (CARE), Energy Savings Assistance Program (ESAP), energy efficiency and research and devebpment CARE customers pay a reduced
surcharge which excludes CARE program cosls.

Public Utilities Commission Notice - If you believe there is an error on your bill or have a question about your service, please call SoCalGas customer support at (800) 427-2200.

If you are not satisfied with SoCalGas response, submit a complaint to the Califomia Public Utilities Commission (CPUC) by s 9i y rv -.:.Nuc.;b.yo.7 p ai t J Di y -
complaints are handled by ihe CPUCs Consumer Affairs Branch CAB), 505 Van Ness Avenue, Room 2003, San Francisco CA
ae n h noann_aeo_F n
Ii you have limitations hearing or spealdng, dial 711 to reach ihe Califomia Relay Service, which is for those nceding assistance nl i. fol hnn9 m.n 1'n c f1 1 nf Ihe mherg VjeV I ui f., be routed to ihe California Relay Service provider in your preferred mode of communication
California Rel y Service Phone Numbers:
7 0! Cal1 Lan ua e 7a11-ree A00 Num iur
i rrrv m to va cc tngnsn 7 lUU•IJ•L`JL`J
Spanish l 1 00-855-3000
Vvl etoTTYNCQIWCO Engllsh 1-800-735'2922
From orto English &
1•80D•854-7784Speech-to-S eech S anish
To avoid having service tumed off while waiting for the outcome of a complaint to the CPUCspeciflcally regarding the accuracy of your bill, please contact CAB for assistance If your case meets Ihe eligibility criteria, CAB will provide you instructions on how to mail a V.o..L nr mnne r nr r 7n V o imnni in lcil wnrlinn ron..li ilinn ..F u.i ir case You must continue to pay your current charges while your complaint is under review to kcep your service tumed on.

Authorize Payment Agencies - Call the Self Service Options number 1-800-772-5050 for the addresses of nnvmcn4 ncnrioc m vnnr ro
Company Offices
Alhambra. 333 E. Main St Suite J
Anaheim, 716 S. State College Blvd.

Banning, 80 E. Ramsey St. #A
Commerce, 5708 E Whittier Blvd
Compton, 700 N Long Beach Blvd.

Co;or 34? S Lirwln v. #
Covina, 932 N. Citrus Ave.

Delano, 1227 Jefferson St.

Dinuba, 239 E Tulare St.

EI Centro, 1 11 W. Main St
FI Monte 11A19 Vallwv Rlvd Suite R
Glendale, 919 S. Central Ave. #B
Hanford, 321 N Douty St, Sude B
u••;9t 5 n g•• acirtc St
Hollw ood. 1611 Hillhurst Ave.

Huntington Park, 5916 Pacific Blvd.

Indio, 45123 Towne Ave
Inglewood, 3530 W Century Blvd SYe 102
Lancaster, 2065 W. Avenue K
L^;I;NOC ZR S ,U„ y
Los Angeles, 3739 Crenshaw Blvd. #C
Los Angeles, 4819 S Central Ave
Los Angeles, 2522 N Daly St
Ontario, 982 N. Mountain Ave.

Oxnard 1840 F Gnn alPc Rd
Pomona, 196 E 3rd S[.
y y
Porterville, 59 W Thurman Ave
ajv:si,a nnn i.;,jy.,y a;,e #ns
San Bernardino.
1136 N. Mount Vernon Ave #305
San Fernando, 444 S Brand Blvd Ste 101
San Luis Obispo, 2240 Emily St. Suite 140
San Pedro, 1651 N Gaffey St Sude A
S2rt °,ra '3 S NaTwr 91vd
Santa Barbara, 134 E Victoria St
Santa Fe Springs, 11518 Telegraph Rd.

Santa Maria, 550 E. Betteravia Rd Suite B
South Gate, 3530 Tweedy Blvd
Van Nuvc 8.5.50 Van Nuvs Alvd
Watts, '1665 E. 103rd St
y
Wilmington, 929 N Avalon BNd.

DATE MAlLE Mar 6, 202D
1 00-427-2200 English
1-800-342-4545 E pario!
1-800-252-0259 TTY
socalgas.com

Other Important Phone Numbers
Forthe following, call
Monday - Friday, 8 a.m. - 5 p.m.:

Ro 'o Cantonese 1-800 27-1420
F' z Y.orean -800427-tP4T
Q Mandarin 1-800 427-1429
NOI TIENG VlET Vietnamese 1-840-427-0478
Self Service Options available 24
hours a day, 7 days a week .......1-800-772-5050
For information regarding payment arrangements, office
locations, account balance, billing recap, duplicate bill and CARE applications for income qualified customers.

To locate underground cables &
gas pipes, please call DigAlert,
Monday-Friday, 6 a.m. - 7 p.m. ... 8-1-1
Payment Options $
Online: IYs fast, easy and free. Just register or sign into My Account at https://myaccouni.socalgas.com
Home bankinq: If you pay bills online ihrouqh your
i . ...... ...... . ...... '.,.. - ..'._. ' 3:.,e.
bill online.

Direct Debit: Have your payment automatically
deducted irom your account. For more inTormation, call
1-800-427-2200 or visit socalgas.com
Pay by Phone: Call 1-800-427-270010 enroll or, if
already enrolled, call to authorize a payment from your checking account.

By Mail: Mail your check or money order, along with
the payment stub at the bottom of your bill, in the
enclosed envelope to SoCalGas, PO Box C, Monterey
ATM/Debit/Credit Card or Electronic Check: You can
use most major ATM/debit cards, VISA and MasterCard
credit cartls, or the tlectronic Check thru 13iIIIVlatnx. A convenience fee is charged. Contact BiIlMatrix at
1-800-232-6629 or visit socalgas.com.

In Person: Pay in person at one of our conveniently
located payment locations. To find the nearest location ai -ui a i/Mcia iv--aii i-vv--r-vv i v o
socalgas.com.

Lirop isbX 6c5YioY
Burbank, Public Service Department, 164 W. Maqnolia
SoCa/Gas: Delivering affordable, c/ean and increasingly renewab/e energy fo more than 29 million Californians.

EN LAI2 PO Box 77404
Ewing, NJ 08628
CEMRALLOANADMINLSfIWTION&NfP01UMG STATEMENTENCLOSED
157122.201 4792-1.1 1 oz
BERENICE CRIS7ERNA
l s3i oc52 NES Tr- nn nn ne nnn
11 41 I dn iriiiirnl Il ij.i nl whil ili upiii n
Property Address
Outstanding Principal
Escrow Balance
Maturiry Date
Interest Rate
9252 IVES ST
BELLFLOWEF CA 90706
356, 231.03

0.00 August 2047

3.625Q°o
NONE
LVQ VW 6111CI L
Siatement Date: 02/16i 1
Account Number:

Payment Due Date: 03/01/21
Amount Due: $1,744.70
If paymsrll is r'eCeived after 031T71 t, $87.241ate fee will be chamed.

Customer ServicelPay By Phone: 877-356-0974
Website: www.loanadministration.com
Qualiffed Written Requests, notifications of error, or
requeats for fnfortna4ion cpncerning your loan mus4 be
directed to PO Box 77423 Ewing NJ 08628
If you are Experiencing inanciaV ifrcully: You rr ay call Ihe U.S. Oapartment [ Housing and Urhan QevelaFrmenl l116j al SQO-569 287, ar po o mvw.hu loffieasihs rsflvhcrahcs.Fm for a lisl pf homeawner counB iors ar Counselmg orAanizaiipns in vaur area.

Principal
Interest
Escrow (forTaxes and Insuranc-1
Other
Current Payment Due 03/01l21
Total Fees Charged Since Last Statement
Uverdue Amount
Total Amount Due
668.59
1,076.19
o.00

0.00 1,744.70

0.00 0.00
51,744.70
Description
0212021 PAYMT - THANK YOU
Fa?c Ta SgaYtitrienf
Principal
Interest $
868.57
1,078.13
Escrnw (Taxes and Insurance) $0 nn
Qther $0.00
Fees $0.00
Urapp ied Funds $0.00
Total 1,744.70
Cut down on paper and get your monthly bill electronically! Log on to www.loanadministration.com for E-Bill Regisiration! Paid Year io afe
1,331.13
2,158.27
0 0.00

0.00 0.00
53,489.40

A PO Box 77404
Euing, t J Q 6
CEMMLLOANADM!?lLSTRATION&REI'OIiTTING STATEMENTENCLOSED 1325B0-4.8 1 5017-1.1 1 oz

BERENICE CRISTERNA
4752 IVES ST.

SE LFL W R CA 90706-00(U
I III t j II I I II'I I III11"III'IIII I II II"IIII
ptQp X A dre s - __ s252 ivEs sr
BEttFLOWER
Outstanding Principal
Escrow Balance
Maturity Date
Interest Rate
PreDavment Penalty
Date Description
iiii3iiS i liC19 ^y"T rul J Yn-
Principel
Interest
Escrow (T3x d i l ur nc:ej
Other
Fees
Unapplied Funds
Total
Statemeni at:

Account Number:

Payment Due Date:

Amount Due:

II Aavment is received after 9, 597, 241ate fee will be Customer ServicelPay By Phone: 877-356-0974
Website: wvuw.loanadministration.com
on a rry nanadministration.com
Qualifl d Written Requesfe, notlffcatfone of ercor, or
requests for Infarmetion canterning your loan must be
o-e a o a„ ;2: ..+ r s eeezs
f you are xperienc ng Finanr.ia iFii uity: You r ay rall Ihe i1.S. qapartment o! 06 hlvua:nq and Jrban svatopmenl jHUA] at 800.:i9-t2d7, or go ta vnvw.I ud.gQvfoffreQs[hS Cr t.,cfm fvr a hsf af homsowner eaunselars ur 366,021.55 punseling prganixaSiorta in yaur 9rea.

0.00 Principal $639.01
August 2047 Interest $1,105.69
E rr w (fnrTaxAs and Insurance} $0.00

7.o JE %
NONE
1ef $o.00
Cunent Payment Due 12i01/19 S1,744.70
Total Fees Charged Since Last 5tatement $i1
j dverdue Amount •
Total Amount Due i1,744.70
Charges
f 10 jlflli8 Ld t Siai 7i7vtit
gs3'r:o
1,107.61

0.00 0.00

0.00 0.00
51,744.70
P YRI r h
1,T44.74
AAf L
ei,es'..
12,288.32

0.00 i.00

0.00 0.00
19,191.70

r m PO Box 77404
i Ewing, NJ 08628
CEMAALLOANAUMUNISTNATIONbREI'OATING STATEMENTENCLOSED
130819-12.1213 77257-1.1 1oz

BERENICE CRISTERNA
1 IV 5 I .

BELLrFL WER CA 90706-0 00
E r 6 Ai i lilill i ll niili l ll le l lledli n ie
Property Address_
Outstanding Principal
Escrow Balance
Maturity Date
ir teiast ate
Rre avment Penalty
Loan Sta#ement ra a , ,.. .

Statement Date:

Account Number:

PBj illelit U@ lt:

Amount Due:

If Asyment is received after 1?/9 sr.r s rara ree wiabs Cuetomer ServicelPay By Phone: 677-358-0974
Webslte: www.loanadministration.com
E-mail: [email protected]
1,744.T0
Qualiffed Wrltten Requests, notHlcations of error, or
requeata for Iniormalion oonseming ygut ! muat he
dfrected to PO Box77423 Ewing NJ 08B28 _
9252 IVES ST If yau ere Experien ng Financial Q ffr.ulzy: Yo,lnay cafl Ihe Lf.S. Depanment of BELtFLOWER CA 90708 HousEng ared lfrban Re slopmeni {HLJQj at 806-559-4287, or ga io hud 1 i• Is Hi i.c! for a lisl of homao m r e^unse9or& or 366,658.64 cflvi seling organiza6ons in yaur area.

0.00 Principal $637.09
August 2047 Interest $1,107.61
r o Escrow (for Taxes and Insurance) $0.00
NON Other ".""
Current Payrnent Dua 11/01l48 51,744.70
Total Fees Charged Sir ce Last 5tatement $0.00
Overdue Amo snt 50.00
Total Amount Due 51,744.70
Date Oescription
nr 5/1 s 1 I D19 PAYMT - THANK YOU
Ffincipal — — — . ._ . ._
Interest
SO N Y.95 Snr Ingiqran l
Other
Fees
Unapplied Funds
Total
Charges
s ir! Rinr.r f_aSt StalBrl't9f1t
wi... .. _
635.t7
1,109.53

0.00 SU.UO

0.00 O.OQ
51,744.70
Payments
1,744.T0
6,7_66.29
11,180.71
@0.
00/
IV.VU

0.00 0.00
517,7.00

Security Plan
Pursuant to Bellflower Municipal Code § 17.94.070 (Operations Plan Required) and Section 3 of Resolution 17-44 (Form and Content of Application), information identified by an applicant as confidential, including operations and/or cash management plans and security plans, is not required to be part of the public record. This information has been reviewed as part of the application and redacted from the public record for confidentiality purposes.