HomeMy WebLinkAboutPA2024-0069_2025.05.23_Draft EIR_Appendix T. Water Demand Report
WATER DEMAND REPORT
Snug Harbor
Newport Beach, CA
Prepared for:
Back Bay Barrels, LLC.
Prepared by:
Fuscoe Engineering
15535 Sand Canyon Ave
Irvine, CA 92618
www.fuscoe.com
Project Manager:
Oriana Slasor, PE
Date Prepared: December 2024
1st Revision: February 2025
2nd Revision: April 7, 2025
Project Number: 4206-001-01
WATER DEMAND REPORT April 2025
BBB LLC Snug Harbor
Table of Contents
1.0 INTRODUCTION 1
1.1 Purpose of Study 1
1.2 Site Description 1
1.3 Existing Water Facilities 2
1.4 Proposed Development 2
2.0 METHODOLOGY AND WATER DEMAND ESTIMATES 3
3.0 WELL WATER FOR IRRIGATION OF EXISTING GOLF COURSE 6
4.0 FIRE FLOW CALCULATIONS 6
5.0 CONCLUSION 8
6.0 APPENDICES 8
Appendix 1 Project Information
Appendix 2 Water Atlas Map
Appendix 3 Fire Hydrant Test Results
Appendix 4 Design Criteria
Appendix 5 Existing Water Usage Information
Appendix 6 City of Newport Beach Fire Flow Guidelines
Appendix 7 Fire Flow Calculations
WATER DEMAND REPORT April 2025
BBB, LLC 1 Snug Harbor
1.0 INTRODUCTION
1.1 PURPOSE OF STUDY
The purpose of this study is to calculate and analyze the domestic water demand and fire
suppression flow requirements for the proposed Snug Harbor project. The project is located
at 3100 Irvine Avenue, near the corner of Irvine Avenue and Mesa Drive in the City of
Newport Beach, California. The water demand calculations will provide the estimated
domestic water supply that the project would require for its day-to-day operations, along
water requirements associated with maintenance of the surf lagoons. The fire flow
calculations will determine if the available infrastructure, including adequate pressures and
fire hydrants, is sufficient to provide fire suppression flows to the proposed development.
1.2 SITE DESCRIPTION
The Snug Harbor project site encompasses a total area of approximately 15.4 acres.
The project site is located at the Newport Beach Golf Course easterly of the
intersection of Irvine Avenue and Mesa Drive. The Orange County Flood Control
District (OCFCD) Santa Ana-Delhi Channel and Irvine Avenue border the westerly and
northerly boundaries of the property. Mesa Drive borders the southerly border and
commercial properties border the easterly boundary. A Vicinity Map is shown below as
Figure 1.
The proposed project will include demolishing the existing clubhouse and pro shop
buildings, parking lots, golf course, and onsite infrastructure. The project will construct
a surf park which will include wave lagoons, a clubhouse building, pools, spas, athlete
lodging, and parking with solar-powered canopies. A site plan is included in Appendix
1.
Figure 1
VICINITY MAP
NOT TO SCALE
WATER DEMAND REPORT April 2025
BBB, LLC 2 Snug Harbor
1.3 EXISTING WATER FACILITIES
Water for domestic service and fire protection is provided to the property by the City of
Newport Beach. The City of Newport Beach GIS water/sewer map is included in the
report as Appendix 2, and shows that there is an existing 24” City waterline fronting
the project in Irvine Avenue.
Additionally, the golf course is currently irrigated via well water. Irrigation of the
existing golf course therefore does not contribute to the domestic water usage.
A fire hydrant flow test was conducted on the hydrant directly fronting the site, test
hydrant 716. Below are the results of the hydrant test. A copy of the test results are
included in this report as Appendix 3.
FH test results:
o Static Pressure: 117 psi
o Residual Pressure: 110 psi @ 1,100 gpm
o Calculated flow @ 20 psi: 5,969 gpm
1.4 PROPOSED DEVELOPMENT
As mentioned previously, the project will include demolishing the existing commercial
buildings, and constructing the proposed new development. Additionally, the irrigation
demand from the wells will be eliminated from this portion of the golf course (3 holes
of the 18 hole golf course).
Proposed construction will consist of a clubhouse with retail amenities, 20 units of
athlete accommodations, along with 9 outside showers and a 738 square-foot
restroom facility. There will be 3 pools, 1 spa, and a surf lagoon. The proposed area
square footages for the clubhouse and athlete accommodations are tabulated in
Table 1.1 below. The project information plan sheets are included in Appendix 1.
Table 1.1 – Snug Harbor Proposed Building Areas
General Plan Area (SF) Gross Area (SF)
Clubhouse Building 50,341 68,478
Athlete Accommodations 9,432 11,056
Totals 59,773 79, 534
WATER DEMAND REPORT April 2025
BBB, LLC 3 Snug Harbor
2.0 METHODOLOGY AND WATER DEMAND ESTIMATES
The proposed domestic water demand is directly associated with the proposed
development (See Appendix 1), and applied water demand criteria. For water
demand criteria of the proposed clubhouse, along with those of the athlete
accommodations, factors provided by the Irvine Ranch Water District (IRWD) were
used. For the water demand associated with the operations of the pools, spa, and surf
lagoons, information from the wave pool designer was utilized. The existing land use
(clubhouse and pro shop) that will be demolished will be included as a credit to the
calculated water demand. (See Appendix 4 for Design Criteria).
Below are the criteria that were used for the proposed condition water demand
calculations for the proposed clubhouse, bathroom facility, and athlete
accommodations (See Appendix 4).
· Proposed building gross square footages (Table 1.1)
· Average Daily Flow (Clubhouse/Community Commercial/Restroom):
175 gallons/ksf/day (IRWD)
· Average Daily flow (Athlete Accommodations/Hotel): 160
gallons/room/day (IRWD)
· 9 Outdoor Showers: estimated 9 gallons per usage x 6 uses per day for
each shower, for a total of 54 gallons per outdoor shower per day.
The estimated water demand associated with the clubhouse and lodging will be
16,730 gallons per day (GPD), or 15.37 acre-feet per year (AFY). The calculations
are tabulated in Table 2.1, below.
Table 2.1 – Snug Harbor Proposed Clubhouse & Accommodations Water Demand
Proposed
Clubhouse and
Accommodations
Amount Avg Unit Flow
Avg
Flow
Avg
Flow
(MGD)
Avg
Flow
(GPD) (AFY)
Clubhouse
Building
(SF)
68,478 SF 0.175 (GPD/SF)1 11,984 0.012 13.42
Restroom
Building
(SF)
738 SF 0.175 (GPD/SF)1 129 0.00013 0.15
Athlete
Accommodations
(Rms)
20 Keys 160 (GPD/Key)1 3,200 0.0032 3.58
Showers for
Pools/Lagoons 9 Showers 54 (GPD/Shower)2 486 0.0005 0.54
Recreational
Pools and Spas
(SF)
3 Pools * Proration of the
lagoons water usage
based on surface
areas
931 0.0009 1.04 1 Spa
Totals 16,730 0.0167 18.73
1. Irvine Ranch Water District, 2019, Water Resources Master Plan, Table 3-1
2. 54 GPD/Shower = Assumed 18 gal/shower usage (internet research) x 3 uses per day per shower facility.
Alliance for Water Efficiency. “Showering to Savings.” Home Water Works, 2016 Residential End Uses of Water
Study, The Water Research Foundation, home-water-works.org/indoor-use/showers.
WATER DEMAND REPORT April 2025
BBB, LLC 4 Snug Harbor
In addition to the proposed clubhouse building, restroom building, recreational pools,
spas, and outdoor showers, there will be water demand associated with the surf
lagoon. The water demand associated with the lagoon has been received from the
client and consultant (see Appendix 4). The total water demand associated with
operation and maintenance of the lagoon is anticipated to be 62,312 gallons per day
(GPD), or 69.80 acre-feet per year (AFY). The breakdown is included in Table 2.2.
Table 2.2 – Snug Harbor Proposed Lagoon Water Demand
WATER REQUIREMENTS – ROUTINE SURF LAGOON MAINTENANCE
Gallons/
Year
Gallons/
Day AFY
Draining of the Lagoon –
(Frequency: Annually)
5,100,000
13,973
15.65
Filter Cleaning of the Lagoon –
(Frequency: 17 times per year) 45,067
123
0.14
Total Water Requirements –
Routine Maintenance 5,145,067 14,096 15.79
WATER REQUIREMENTS – ANNUAL SURF LAGOON OPERATION
Gallons/
Year
Gallons/
Day AFY
Temperature mean (ºF) 66 ºF
Open Water Evaporation Estimate (gal/year) 12,966,764
35,525
39.79
Wave Operation Factor 1.45
Backwash losses (gal/year) 192,867
528 0.59
Average Evaporation Water Loss (gal/year) 51,512
141
0.16
Operating Water Loss (gal/year) 18,994,674 52,040 58.29
Annual Rainfall (11 inches) 1,396,018 3,825 4.28
Total Water Requirement –
Annual Operation 17,598,655 48,215 54.01
Total Water Requirement –
Routine Maintenance + Annual Operation
22,743,722
62,312
69.80
Sources
1. Wavegarden Cove. 18 October 2024. Water Management Introduction – Newport Beach Cove
2. Coyne. 30 September 2024. Water Requirement “Email to Fuscoe Engineering.”
The development parameters and total proposed estimated domestic water demand is
presented as Table 2.3. The total proposed water demand is expected to be 79,042
GPD, or 88.53 AFY.
WATER DEMAND REPORT April 2025
BBB, LLC 5 Snug Harbor
Table 2.3 – Snug Harbor Proposed Total Water Demand
Proposed Land Uses Amount GPD AFY
Proposed Water Use
Wave Pool/ Surf Lagoon
62,312 69.80
Clubhouse, Athlete
Accommodations (Keys),
Outside Showers, Pools &
Spa
· 68,478 SF Clubhouse
16,730 18.73
· 20 Keys
· 738 SF Restroom Facility
· 9 Showers
· 3 Pools and 1 Spa
Total Proposed Domestic Water Demand 79,042 88.53
As mentioned previously, the existing buildings that support the existing golf course will
be demolished to allow for construction of the proposed development. Therefore, the
existing domestic water usage will be applied as a credit, to determine the net potable
water demand. The existing water meter reading from July 2022 – June 2024 were
obtained and used to determine the existing daily and annual water demand from the
existing buildings, that will be credited to the proposed demand to determine the net
new domestic water demand. The data is included in Appendix 5. The existing
domestic water usage information are presented in Table 2.4.
Table 2.4 – Snug Harbor Existing Domestic Water Demand (Credit)
Existing Commercial Demands (Potable Water) (Credit)
July ’22 – June ’23 529,584 gallons
July ’23 – June ’24 484,704 gallons
Average Demand 1,389 GPD
FY 22-23 & 23-24 1.6 AFY
The net new domestic water demand is obtained by taking the proposed condition
water demand, and subtracting the existing demand to the buildings that will be
WATER DEMAND REPORT April 2025
BBB, LLC 6 Snug Harbor
demolished. The resulting net new domestic demand will be 80,431 GPD, or 86.93
AFY. The net new domestic demand is presented as Table 2.5.
Table 2.5 – Snug Harbor Net Domestic Water Demand
New Water Demand for Snug Harbor Project
Existing Domestic Water Demand 1,389 GPD
Proposed Domestic Water Demand 79,042 GPD
Net Domestic Demand 80,431 GPD
86.93 AFY
3.0 WELL WATER FOR IRRIGATION OF EXISTING GOLF COURSE
Well water, from groundwater, is currently being used for irrigation of the golf course.
When the project is developed to construct the new site, the water demand for these
3-holes of the 9-hole golf course will no longer be required. Although this does not
affect the domestic water usage, the water usage that will no longer be required is
included to document this reduction in irrigation demand. The well water usage for
irrigation of the existing golf course has been obtained from records, and these
records are included in Appendix 5. The existing well water demand that will no longer
be required is tabulated in Table 3.1.
Table 3.1 – Snug Harbor Existing Well Water Demand
Existing Irrigation Demands (Groundwater Well Production)
2020 29,750,000 gallons
2021 34,181,764 gallons
2022 36,267,210 gallons
2023 33,823,328 gallons
Average Demand 91,796 GPD
2020-2023 (18-Hole Course) 103 AFY
Estimated Project Area Demand 15,300 GPD
2020-2023 (3-Hole Course) 17.2 AFY
4.0 FIRE FLOW CALCULATIONS
Fire flow calculations have been prepared to confirm that the availability of the City of
Newport Beach’s water infrastructure is sufficient to provide adequate fire flows,
pressures and number of fire hydrants required for fire suppression of the proposed
buildings within the proposed Snug Harbor development.
WATER DEMAND REPORT April 2025
BBB, LLC 7 Snug Harbor
There is an existing City of Newport Beach 24-inch waterline in Irvine Avenue that
currently provides domestic water and fire suppression services to the property.
Connected to this waterline are three City of Newport Beach fire hydrants on Irvine
Avenue, adjacent to the project site, that are available to service the site. The City of
Newport Beach staff requested that existing hydrant #2608 on Irvine Avenue be tested
for fire flows. The fire hydrant test results show that the existing waterline has an
available calculated flow of 5,969 gpm at 20 psi, which would be available for fire
suppression operations. The fire flow test results are included as Appendix 3.
Fire flow calculations are based on the square footage (SF) of each building, along
with construction type. The architectural plans for the project show that two buildings
are proposed, as follows:
· Clubhouse, 68,478 SF: 3-story, type VA, with one level below-grade, fully
sprinklered
· Athlete accommodations, 11,056 SF: 2-story, Type VA, fully sprinklered
For fire flow evaluation of a project site, if building construction types are equal, only
the larger building needs to be evaluated for fire flow adequacy. Since both buildings
will be of construction type VA, the fire flow calculations were calculated for the larger
building, Clubhouse, which will have a floor area of 68,478 SF.
As discussed above, fire flow calculations were prepared using the larger (Clubhouse)
proposed building area & construction type (VA) in accordance with the City of
Newport Beach Guideline B.0.1 – Determination of Fire Flow. Since the buildings will
be fully sprinklered, a 50% reduction has been applied, and is reflected in the results
below. Based on the calculations the minimum fire flow requirement for the proposed
development will be 2,500 gpm @ 20 psi. Fire flow calculations are attached.
The results of the fire flow calculations are as follows:
· Required Fire Flow: 2,500 gpm @ 20 psi
· Required Spacing: 3 Hydrants @ 450 feet
· Minimum Distance from Street Frontage to Hydrant: 225 feet
· Hydrant Flow Test: 5,969 gpm @ 20 psi at Irvine Avenue (Since
this is greater than 2,500 gpm, this confirms that the existing
City of Newport Beach water system in Irvine Avenue is adequate
to provide the required fire flows to the proposed buildings.)
The fire flow requirement for the proposed building is 2,500 gpm, with 3 hydrants at
less than 450 feet minimum spacing, and less than 225 feet to the project street
frontage. The required fire demand and hydrant spacing will be adequately provided
by the existing water main infrastructure in Irvine Avenue. The existing water system in
Irvine Avenue is also able to provide up to 5,969 gpm @ 20 psi, which is adequate to
provide the required fire flow of 2,500 gpm @20 psi to the proposed buildings.
Based on our analysis, it is our opinion that the existing City of Newport Beach water
main in Irvine Avenue fronting the project site will be adequate to provide fire
suppression flows for the proposed buildings in the Snug Harbor project.
WATER DEMAND REPORT April 2025
BBB, LLC 8 Snug Harbor
The City of Newport Beach Fire Flow Guidelines are included in Appendix 6 of this
report. The fire flow calculations are included in the Appendix 7.
5.0 CONCLUSION
The proposed domestic water demand for the total project is 88.53 acre-feet/year.
Using the existing land use credit (1.6 acre-feet/year), the net domestic water demand
for this site will be 86.93 acre-feet/year.
Additionally, existing well water in the amount of 17.2 AFY will be eliminated from the
existing water demand. Since this does not affect the domestic water demand, this
demand was not deducted as a credit from the proposed project domestic demand.
The fire flow requirement for the larger of the two proposed buildings is 2,500 gpm,
with 3 hydrants at 450 feet minimum spacing, and 225 feet to the project street
frontage. The required fire demand and hydrant spacing will be adequately provided
by the existing water main infrastructure in Irvine Avenue.
Based on our analysis, it is our opinion that the existing City of Newport Beach water
main in Irvine Avenue fronting the project site will be adequate to provide domestic
and fire suppression flows for the proposed Snug Harbor project.
The backup calculations, exhibits, and reference materials are included in the
appendices of this report.
6.0 APPENDICES
Appendix 1 Project Information
Appendix 2 Water Atlas Map
Appendix 3 Fire Hydrant Test Results
Appendix 4 Design Criteria
Appendix 5 Existing Usage Water Information
Appendix 6 City of Newport Beach Fire Flow Guidelines
Appendix 7 Fire Flow Calculations
Appendix 1
Project Information
SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
COVER
A0.0
12/23/2024
S N U G H A R B O R
S I T E D E V E L O P M E N T R E V I E W
N E W P O R T B E A C H
SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
PROJECT SUMMARY
A0.1
12/23/2024
VICINITY MAP
SITE
I R V I N E A V E
MESA DRIVE
JOHN WAYNE
AIRPORT
SANTA ANA
COUNTRY CLUB
73
55
UPPER NEWPORT BAY
NATURE PRESERVE
UPPER NEWPORT BAY
STATE MARINE
CONSERVATION AREASAN DIEGO CREEKSHEET INDEX
ARCHITECTURE
A0.0 COVER
A0.1 PROJECT SUMMARY
A0.2 SITE PLAN
A0.3 GRADE ESTABLISHMENT
A0.4 SITE CONTEXT IMAGERY
A0.5 SHADOW ANALYSIS
A1.0 FLOOR PLAN - SHORELINE
A1.1 FLOOR PLAN - LEVEL B1 + LEVEL 1
A1.2 FLOOR PLAN - LEVEL 2 + 3
A1.3 FLOOR PLAN - ATHLETE ACCOMMODATIONS LEVEL 1 + 2
A2.0 BUILDING ELEVATIONS
A2.1 BUILDING ELEVATIONS
A2.2 CONCEPTUAL SIGNAGE
A3.0 BUILDING SECTIONS
A4.0 BUILDING PERSPECTIVE
CONTACT
APPLICANT ARCHITECT
MVE +PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
CONTACT: PIETER BERGER
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
CONTACT: STEVE COYNE
PHONE: 949.300.9632
CIVIL LANDSCAPE
FUSCOE ENGINEERING, INC.
15535 SAND CANYON AVE
IRVINE, CA 92618
CONTACT: GREG ATTARD
PHONE: 949.474.1960
PROJECT DESCRIPTION
Proposed outdoor commercial recreation project consists of two main buildings. The site consist of 15.384 acres.
• Clubhouse: 3-story, type VA, with one level below grade, fully sprinklered.
• Athlete accommodations: 2-story, type VA, fully sprinklered.
BUILDING AREA
PARKING SCHEDULE
LOCATION TYPE WIDTH LENGTH COUNT
NORTH ADA 9' - 0"18' - 0"5
NORTH ADA AMBULATORY
EV
12' - 0"18' - 0"1
NORTH ADA EV 9' - 0"18' - 0"1
NORTH ADA VAN 12' - 0"18' - 0"1
NORTH ADA VAN EV 12' - 0"18' - 0"1
NORTH EV 8' - 6"17' - 0"32
NORTH EVSE 8' - 6"17' - 0"9
NORTH STANDARD 8' - 6"17' - 0"121
171
SOUTH ADA 9' - 0"18' - 0"5
SOUTH ADA AMBULATORY
EV
12' - 0"18' - 0"1
SOUTH ADA EV 9' - 0"18' - 0"1
SOUTH ADA VAN 12' - 0"18' - 0"1
SOUTH ADA VAN EV 12' - 0"18' - 0"1
SOUTH EV 8' - 6"17' - 0"32
SOUTH EVSE 8' - 6"17' - 0"9
SOUTH STANDARD 8' - 6"17' - 0"130
180
351
PARKING SUMMARYZONE
ADDRESS:3100 IRVINE AVE, NEWPORT BEACH, CA 92660
APN:119 200 41
ZONE:SP-7 (OSR)
DESIGNATION:Land Use Designations. The following land use designations are established for the Santa Ana Heights specific
plan area: Open Space and Recreation District: SP-7 (OSR).
Land use and development standards for Santa Ana Heights shall be in accordance with Exhibit 21.90-1, Land Use
Map—Specific Plan District No. 7, and the provisions of this section.
Principal Uses Allowed. The following principal uses are permitted: Outdoor commercial recreation.
LOT INFORMATION
REQUIRED:Building Site Area. One acre minimum
LOT AREA:15.384 ACRES
HEIGHT
HEIGHT ALLOWABLE:Building Height. Eighteen (18) feet maximum unless otherwise provided by permit.
HEIGHT PROPOSED:50' - 0" (CLUBHOUSE - MEASURED FROM ESTABLISHMENT OF GRADE)
40' - 0" (ATHLETE ACCOMMODATIONS - MEASURED FROM ESTABLISHMENT OF GRADE)
SETBACKS
REQUIRED:Building Setbacks. Twenty (20) feet minimum from all property lines.
PROPOSED:Building setbacks are larger than 20 feet all around the property. See setback and dimensions on Site Plan. Setback
measured to the face of finish
REQUIRED:As required by city approved parking demand study
PROPOSED:377 Parking Stalls
PROJECT SUMMARY
CIVIL
LANDSCAPE
SITE ADDRESS
L-1 SCHEMATIC PLAN
L-2 LANDSCAPE PLAN ENLARGEMENT –AMENITY DECKS
L-3 LANDSCAPE PLAN ENLARGEMENT –MAIN ENTRY & WEST PARKING LOT
L-4 LANDSCAPE PLAN ENLARGEMENT –SURF SCHOOL TRAINING LAWN &
SHORELINE PERIMETER
L-5 LANDSCAPE PLAN ENLARGEMENT-IRVINE AVENUE ENTRY
L-6 PLANT PALETTE & IMAGES
CONCEPTUAL DESIGN + PLANNING COMPANY
1675 SCENIC AVENUE, SUITE 200
COSTA MESA, CA 92626
CONTACT: JENNIFER FREDERICK
PHONE: 949.399.0870
3100 IRVINE AVE, NEWPORT BEACH, CA 92660
C-01 TITLE SHEET
C-02 EXISTING CONDITIONS
C-03 CONCEPTUAL GRADING
C-04 CONCEPTUAL UTILITY
C-05 SECTIONS
C-06 ALTA NSPS LAND TITLE SURVEY
C-07 ALTA NSPS LAND TITLE SURVEY
C-08 ALTA NSPS LAND TITLE SURVEY
NOTE:
1. THE APPLICANT PREVIEWED THE PROJECT WITH THE ORANGE COUNTY HEALTH DEPARTMENT ON JULY 23, 2024 AT AN IN PERSON
MEETING. PRELIMINARY FEEDBACK WAS MINIMUM AND PROJECT WAS WELL RECEIVED. FINAL APPROVAL WILL BE OBTAINED DURING
PERMIT PROCESS.
2. ALL SIGNS COMPLY WITH CHAPTER 20.42 OF THE ZONING CODE OR AN APPROVED SIGN PROGRAM AND REQUIRE SEPARATE REVIEWS
AND PERMITS.
GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 CORRIDOR 2,916 SF
LEVEL B1 MEP 479 SF
LEVEL B1 STAFF 1,210 SF
4,605 SF
LEVEL 1 CORRIDOR 200 SF
LEVEL 1 DRYING ROOM 268 SF
LEVEL 1 KITCHEN 1,721 SF
LEVEL 1 MAIN ELECTRICAL 365 SF
LEVEL 1 MEMBERS LOBBY 688 SF
LEVEL 1 MEP 557 SF
LEVEL 1 PREP ROOM 183 SF
LEVEL 1 REST.1,470 SF
LEVEL 1 RESTAURANT / BAR 6,349 SF
LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF
LEVEL 1 STORAGE 245 SF
LEVEL 1 SURF ACADEMY 2,750 SF
LEVEL 1 SURF SHOP 2,759 SF
LEVEL 1 WASH ROOM 285 SF
19,126 SF
LEVEL 2 CORRIDOR 90 SF
LEVEL 2 FITNESS 3,240 SF
LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF
LEVEL 2 MEP 583 SF
LEVEL 2 REST.1,162 SF
LEVEL 2 STORAGE 295 SF
LEVEL 2 STORAGE / BOH 436 SF
LEVEL 2 THE POINT LOUNGE 6,846 SF
LEVEL 2 YOGA 1,790 SF
16,921 SF
LEVEL 3 CORRIDOR 80 SF
LEVEL 3 MEP 404 SF
LEVEL 3 RECORDING STUDIO 2,188 SF
LEVEL 3 REST.261 SF
LEVEL 3 SERVICE 427 SF
LEVEL 3 STORAGE 184 SF
LEVEL 3 VIP 6,143 SF
9,688 SF
50,340 SF
GENERAL PLAN SQUARE FOOTAGE - A. A.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
10 UNITS 4,716 SF
4,716 SF
ATHLETE
ACCOMMODATIONS
LEVEL 2
10 UNITS 4,716 SF
4,716 SF
9,432 SF
TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF
EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 STORAGE 1, GOLF CART
STORAGE
3,571 SF
LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF
LEVEL B1 STORAGE 3, SURF BOARD
STORAGE
6,928 SF
15,972 SF
LEVEL 1 BOARD STORAGE 548 SF
LEVEL 1 REST.1,618 SF
2,166 SF
18,138 SF
EXCLUDED AREA FROM GENERAL PLAN S.F.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
REST.738 SF
ATHLETE
ACCOMMODATIONS
LEVEL 1
STORAGE 886 SF
1,624 SF
1,624 SF
TOTAL EXCLUDED AREA FROM
GENERAL PLAN SQUARE FOOTAGE: 19,761 SF
TOTAL GROSS SQUARE FOOTAGE: 79,534 SF
50,341 SF
9,687 SF
16,922 SF
19,127 SF
15,971 SF
18,137 SF
NOTE:
1. EV CAPABLE, EVSE AND EV ACCESSIBLE PARKING WILL COMPLY WITH TABLE 5.106.5.3.1 OF CAL GREEN
AND TABLE 11B-228.3.2.1 OF CBC.
2. THE LOCATION OF DIFFERENT PARKING STALLS WILL BE DESIGNATED DURING PLAN CHECK.
NOTE:
PER CITY OF NEWPORT BEACH MUNICIPAL CODE, TITLE 20 PLANNING AND ZONING, CHAPTER
20.70 DEFINITIONS, 20.70.020 DEFINITIONS OF SPECIALIZED TERMS AND PHRASES, FLOOR AREA,
GROSS.
2. MULTI-UNIT RESIDENTIAL (THREE-PLUS DWELLINGS), MIXED-USE, AND NONRESIDENTIAL
STRUCTURES.
A. FOR MULTI-UNIT RESIDENTIAL, MIXED-USE, AND NONRESIDENTIAL STRUCTURES, THE
FOLLOWING AREAS SHALL BE INCLUDED IN CALCULATIONS OF GROSS FLOOR AREA:
I. THE AREA WITHIN AND INCLUDING THE SURROUNDING EXTERIOR WALLS; AND
II. ANY INTERIOR PORTION OF A STRUCTURE THAT IS ACCESSIBLE AND THAT MEASURES MORE
THAN FOUR FEET FROM FLOOR TO CEILING.
B. THE FOLLOWING AREAS SHALL BE EXCLUDED:
I. STAIRWELLS AND ELEVATOR SHAFTS ABOVE THE FIRST LEVEL;
II. OUTDOOR DINING AREAS ASSOCIATED WITH AN EATING AND DRINKING ESTABLISHMENT, AND
III. PARKING STRUCTURES ASSOCIATED WITH AN ALLOWED USE WITHIN THE SAME
DEVELOPMENT.
I I
I
N 2,187,217' - 6 13/32"
E 6,065,590' - 10 45/256"
SOUTH PARKING
+/-180 PARKING STALLS
DROP OFF
BASIN
BASIN
M
E
S
A
D
R
I
V
E
AMENITY
CLUBHOUSE
BUILDING
3-LEVELS
MAX HEIGHT 50'0"
POOL
S
E
R
V
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P E N I N S U L A
G A T E
GATE
6'0" FENCE
6'0" FENCE
SERVICE
POOL FENCE
NORTH PARKING
+/-171 STALLS
GATE OPEN DURING
HOURS OF OPERATION
GATE OPEN DURING
HOURS OF OPERATION
POOL
ATHLETE ACCOMMODATIONS
9,432 SF
SOLAR TRELLIS ABOVE
PARKING (TYPICAL)
SOLAR TRELLIS ABOVE
PARKING (TYPICAL)
5
1
0' - 0"
LEFT IN, RIGHT IN,
RIGHT OUT
INTERSECTION
RETAINING WALLS
(LESS THAN 8'0" IN HEIGHT TO
TOP OF RETAINING WALLS)
POOL FENCE
WAVE MAKING EQUIPMENT
(ABOVE GRADE)
SERVICE
FF 45'0"
L1 FF 42'0"
LB FF 28'0"
FF 38'0"
L1 FF 48'0"
CONCEPTUAL MONUMENT SIGN
(SIGNS UNDER SEPARATE
REVIEWS AND PERMITS)
SPA
STANDARD STALL: 130
STANDARD EV STALL: 32
ADA STALL: 5
ADA VAN STALL: 1
ADA EV STALL: 1
ADA VAN EV STALL: 1
EVSE: 9
ADA AMBULATORY EV: 1
STANDARD STALL: 121
STANDARD EV STALL: 32
ADA STALL: 5
ADA VAN STALL: 1
ADA EV STALL: 1
ADA VAN EV STALL:1
EVSA: 9
ADA AMBULATORY EV: 1
FF 37'0"
HEATING EQUIPMENT(50 HEATERS)
TURN AROUND
I R V I N E A V E
L1 FF 42'0"
P O O L
TURN AROUND
U P
U P
D N
U P
U P
PROPOSED RAMP
PROPOSED RAMP
TRASH ENCLOSURE
2 5 ' - 6 "
1
6
'
-
0
"
TRASH ENCLOSURE HEIGHT: 12'-0"
8'0" FENCE AROUND
LAGOON EQUIPMENT AREA
CONCEPTUAL ENTRANCE SIGNAGE
(SIGNS UNDER SEPARATE
REVIEWS AND PERMITS)
SERVICE GATE
SELF-CLOSING/SELF-
LATCHING GATES
MAX HEIGHT OF MECHANICAL EQUIPMENT: 11'-6"
6 '0 " F E N C E
6'0" FENCE
SHORT-TERM BICYCLE
PARKING
LONG-TERM BICYCLE
PARKING
S E T B A C K M E A S UR
E D T O F A C E O F FI N I S H
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CONCEPTUAL ENTRANCE SIGNAGE
(SIGNS UNDER SEPARATE
REVIEWS AND PERMITS)
LED SCREEN
LED SCREEN
SERVICE AREA
GOLF CART START
CHECK-IN POINT
SOLAR TRELLIS ABOVE WAVE
MAKING EQUIPMENT (TYPICAL)
0'
SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632 20' 40' 80'160'
1" = 40'-0"
SITE PLAN
A0.2
12/23/2024
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E 6,065,590' - 10 45/256"
I R V I N E A V E
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PAD 47'
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SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632 20' 40' 80'160'
1" = 40'-0"
GRADE ESTABLISHMENT
A0.3
12/23/2024
GRADE ESTABLISHMENT (per 20.30.050)
*4-Sided Polygon Encompasses All Buildings on Site
Establishment of Slope
Slope 1: (54.3-17.9) / 954= 3.81%
Slope 2: (42.2-17.9) / 502 = 4.84%
Slope 3: (53.5-42.2) / 354 = 3.19%
Establishment of Grade
Lot is < 5% therefore average of 4 sided spot grades.
(17.9+42.2+53.5+54.3) / 4 = 41.975'
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SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
SITE CONTEXT IMAGERY
A0.4
12/23/2024
1 2 3
8 4
7 6 5
1
2
3
4
6
5
7
8
--
/
2,759 SF
SURF SHOP
677 SF
RESTROOMS / CHANGING
ROOMS
1,721 SF
KITCHEN
6,349 SF
RESTAURANT / BAR
MAIN
ENTRY
S E R V I C E
SERVICE
GATE
2,750 SF
SURF ACADEMY
BASIN
30'0"
DELTA POOL
20' X 60'
LOBBY /
RECEPTION
829 SF
REST.
20% RAMP
DN
TURN
AROUND
ADA RAMP
TURFTRAINING
LAGOON
ENTRY
LAGOON
ENTRY
DN
D N
ADA RAMP
735 SF
REST.735 SF
REST.
SERVICE
ACCESS
GATE
183 SF
MEP
548 SF
BOARD STORAGE
183 SF
PREP ROOM
128 SF
MEP
688 SF
MEMBERS LOBBY
FF 48'0"
FF 42'0"
246 SF
MEP
245 SF
STORAGE
MEMBERS POOL
20' X 80'
SERVICE PARKING LOT
789 SF
REST.
268 SF
DRYING ROOM285 SF
WASH ROOM
365 SF
MAIN ELECTRICAL
ME MBE RS SPA
1 5' X 4 0'
FF 48'0"
4,716 SF
10 UNITS
609 SF
RESTROOMS / CHANGING
ROOMS
738 SF
REST.
886 SF
STORAGE
DELTA POOL
20' X 55'
OUTDOOR DINING
1,524 SF
SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
1" = 20'-0"
FLOOR PLAN - SHORELINE
A1.0
12/23/2024
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6,349 SF
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SERVICE
GATE
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2,750 SF
SURF ACADEMY
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829 SF
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TURN
AROUND
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735 SF
REST.
735 SF
REST.
SERVICE
ACCESS
GATE
183 SF
MEP
548 SF
BOARD STORAGE
183 SF
PREP ROOM
128 SF
MEP
688 SF
MEMBERS LOBBY
FF 42'0"
FF 39'0"
246 SF
MEP
245 SF
STORAGE
PICK UP WINDOW
789 SF
REST.
ADA RAMP
365 SF
MAIN ELECTRICAL
268 SF
DRYING ROOM
285 SF
WASH ROOM
GATHERING
LAGOON
ENTRY
A B
C
DN
677 SF
RESTROOMS / CHANGING
ROOMS
1
2
3
4
5
6
7
8
9 10
11
12 13 14 15 16 17 18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
arrival desk
ipad check-in
wetsuit racksused wetsuit bins
board racks
DETACHED BUILDING
UNDERNEATH DECK ABOVE
PROPOSED RAMP
OUTDOOR CHANGING AREA
UP
RESTROOMS / CHANGING
ROOMS
610 SF
OUTDOOR DINING
1,524 SF
1,210 SF
STAFF
6,928 SF
STORAGE 3, SURF BOARD
STORAGE
3,571 SF
STORAGE 1, GOLF CART
STORAGE
479 SF
MEP
CORRIDOR
FF 28'0"
5,472 SF
STORAGE 2, FACILITY
STORAGE
A
B
C
1
2
3
4
5
6
7
8
9 10
11
12 13 14 15 16 17 18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
20% RAMP
U P
UP
UP
Surf Board Conveyor
Storage System
SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
1/16" = 1'-0"
FLOOR PLAN - LEVEL B1 + LEVEL 1
A1.1
12/23/2024
* General Plan Table LU-1 Parks and Recreation - Private uses in this category may
include incidental buildings, such as maintenance equipment sheds, supply storage,
and restrooms, not included in determining intensity limits.
LEVEL 1
LEVEL BASEMENT
GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 CORRIDOR 2,916 SF
LEVEL B1 MEP 479 SF
LEVEL B1 STAFF 1,210 SF
4,605 SF
LEVEL 1 CORRIDOR 200 SF
LEVEL 1 DRYING ROOM 268 SF
LEVEL 1 KITCHEN 1,721 SF
LEVEL 1 MAIN ELECTRICAL 365 SF
LEVEL 1 MEMBERS LOBBY 688 SF
LEVEL 1 MEP 557 SF
LEVEL 1 PREP ROOM 183 SF
LEVEL 1 REST.1,470 SF
LEVEL 1 RESTAURANT / BAR 6,349 SF
LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF
LEVEL 1 STORAGE 245 SF
LEVEL 1 SURF ACADEMY 2,750 SF
LEVEL 1 SURF SHOP 2,759 SF
LEVEL 1 WASH ROOM 285 SF
19,126 SF
LEVEL 2 CORRIDOR 90 SF
LEVEL 2 FITNESS 3,240 SF
LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF
LEVEL 2 MEP 583 SF
LEVEL 2 REST.1,162 SF
LEVEL 2 STORAGE 295 SF
LEVEL 2 STORAGE / BOH 436 SF
LEVEL 2 THE POINT LOUNGE 6,846 SF
LEVEL 2 YOGA 1,790 SF
16,921 SF
LEVEL 3 CORRIDOR 80 SF
LEVEL 3 MEP 404 SF
LEVEL 3 RECORDING STUDIO 2,188 SF
LEVEL 3 REST.261 SF
LEVEL 3 SERVICE 427 SF
LEVEL 3 STORAGE 184 SF
LEVEL 3 VIP 6,143 SF
9,688 SF
50,340 SF
GENERAL PLAN SQUARE FOOTAGE - A. A.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
10 UNITS 4,716 SF
4,716 SF
ATHLETE
ACCOMMODATIONS
LEVEL 2
10 UNITS 4,716 SF
4,716 SF
9,432 SF
TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF
EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 STORAGE 1, GOLF CART
STORAGE
3,571 SF
LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF
LEVEL B1 STORAGE 3, SURF BOARD
STORAGE
6,928 SF
15,972 SF
LEVEL 1 BOARD STORAGE 548 SF
LEVEL 1 REST.1,618 SF
2,166 SF
18,138 SF
EXCLUDED AREA FROM GENERAL PLAN S.F.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
REST.738 SF
ATHLETE
ACCOMMODATIONS
LEVEL 1
STORAGE 886 SF
1,624 SF
1,624 SF
TOTAL EXCLUDED AREA FROM
GENERAL PLAN SQUARE FOOTAGE: 19,761 SF
TOTAL GROSS SQUARE FOOTAGE: 79,534 SF
50,341 SF
9,687 SF
16,922 SF
19,127 SF
15,971 SF
18,137 SF
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REST.291 SF
REST.
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STORAGE
436 SF
STORAGE / BOH
Used Wetsuit Shoot
291 SF
REST.290 SF
REST.
A
B C
1
2
3
4
5
6
7
8
9 10
11
12 13 14 15 16 17 18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
FITNESS DECK
2,188 SF
RECORDING STUDIO
523 SF
VIP
523 SF
VIP
523 SF
VIP
525 SF
VIP
LANAI
523 SF
VIP
1,164 SF
VIP
LOBBY
184 SF
STORAGE
78 SF
MEP
LANAI
427 SF
SERVICE
523 SF
VIP
REST.
A
B
C
REST.
1
2
3
4
5
6
7
8
9 10
11
12 13 14 15 16 17 18 19 20 21 22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
MECHANICAL WELL
open to sky
MECHANICAL WELL
open to sky
526 SF
VIP
524 SF
VIP
326 SF
MEP
D
VIP
789 SF
SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
1/16" = 1'-0"
FLOOR PLAN - LEVEL 2 + 3
A1.2
12/23/2024
* General Plan Table LU-1 Parks and Recreation - Private uses in this category may
include incidental buildings, such as maintenance equipment sheds, supply storage,
and restrooms, not included in determining intensity limits.
LEVEL 2
LEVEL 3
GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 CORRIDOR 2,916 SF
LEVEL B1 MEP 479 SF
LEVEL B1 STAFF 1,210 SF
4,605 SF
LEVEL 1 CORRIDOR 200 SF
LEVEL 1 DRYING ROOM 268 SF
LEVEL 1 KITCHEN 1,721 SF
LEVEL 1 MAIN ELECTRICAL 365 SF
LEVEL 1 MEMBERS LOBBY 688 SF
LEVEL 1 MEP 557 SF
LEVEL 1 PREP ROOM 183 SF
LEVEL 1 REST.1,470 SF
LEVEL 1 RESTAURANT / BAR 6,349 SF
LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF
LEVEL 1 STORAGE 245 SF
LEVEL 1 SURF ACADEMY 2,750 SF
LEVEL 1 SURF SHOP 2,759 SF
LEVEL 1 WASH ROOM 285 SF
19,126 SF
LEVEL 2 CORRIDOR 90 SF
LEVEL 2 FITNESS 3,240 SF
LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF
LEVEL 2 MEP 583 SF
LEVEL 2 REST.1,162 SF
LEVEL 2 STORAGE 295 SF
LEVEL 2 STORAGE / BOH 436 SF
LEVEL 2 THE POINT LOUNGE 6,846 SF
LEVEL 2 YOGA 1,790 SF
16,921 SF
LEVEL 3 CORRIDOR 80 SF
LEVEL 3 MEP 404 SF
LEVEL 3 RECORDING STUDIO 2,188 SF
LEVEL 3 REST.261 SF
LEVEL 3 SERVICE 427 SF
LEVEL 3 STORAGE 184 SF
LEVEL 3 VIP 6,143 SF
9,688 SF
50,340 SF
GENERAL PLAN SQUARE FOOTAGE - A. A.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
10 UNITS 4,716 SF
4,716 SF
ATHLETE
ACCOMMODATIONS
LEVEL 2
10 UNITS 4,716 SF
4,716 SF
9,432 SF
TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF
EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 STORAGE 1, GOLF CART
STORAGE
3,571 SF
LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF
LEVEL B1 STORAGE 3, SURF BOARD
STORAGE
6,928 SF
15,972 SF
LEVEL 1 BOARD STORAGE 548 SF
LEVEL 1 REST.1,618 SF
2,166 SF
18,138 SF
EXCLUDED AREA FROM GENERAL PLAN S.F.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
REST.738 SF
ATHLETE
ACCOMMODATIONS
LEVEL 1
STORAGE 886 SF
1,624 SF
1,624 SF
TOTAL EXCLUDED AREA FROM
GENERAL PLAN SQUARE FOOTAGE: 19,761 SF
TOTAL GROSS SQUARE FOOTAGE: 79,534 SF
50,341 SF
9,687 SF
16,922 SF
19,127 SF
15,971 SF
18,137 SF
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4,716 SF
10 UNITS
SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
1/16" = 1'-0"
FLOOR PLAN - ATHLETE ACCOMMODATIONS LEVEL 1 + 2
A1.3
12/23/2024
* General Plan Table LU-1 Parks and Recreation - Private uses in this category may
include incidental buildings, such as maintenance equipment sheds, supply storage,
and restrooms, not included in determining intensity limits.
LEVEL 1
LEVEL 2
GENERAL PLAN SQUARE FOOTAGE - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 CORRIDOR 2,916 SF
LEVEL B1 MEP 479 SF
LEVEL B1 STAFF 1,210 SF
4,605 SF
LEVEL 1 CORRIDOR 200 SF
LEVEL 1 DRYING ROOM 268 SF
LEVEL 1 KITCHEN 1,721 SF
LEVEL 1 MAIN ELECTRICAL 365 SF
LEVEL 1 MEMBERS LOBBY 688 SF
LEVEL 1 MEP 557 SF
LEVEL 1 PREP ROOM 183 SF
LEVEL 1 REST.1,470 SF
LEVEL 1 RESTAURANT / BAR 6,349 SF
LEVEL 1 RESTROOMS / CHANGING ROOMS 1,287 SF
LEVEL 1 STORAGE 245 SF
LEVEL 1 SURF ACADEMY 2,750 SF
LEVEL 1 SURF SHOP 2,759 SF
LEVEL 1 WASH ROOM 285 SF
19,126 SF
LEVEL 2 CORRIDOR 90 SF
LEVEL 2 FITNESS 3,240 SF
LEVEL 2 MEMBER LOCKERS / SPA 2,480 SF
LEVEL 2 MEP 583 SF
LEVEL 2 REST.1,162 SF
LEVEL 2 STORAGE 295 SF
LEVEL 2 STORAGE / BOH 436 SF
LEVEL 2 THE POINT LOUNGE 6,846 SF
LEVEL 2 YOGA 1,790 SF
16,921 SF
LEVEL 3 CORRIDOR 80 SF
LEVEL 3 MEP 404 SF
LEVEL 3 RECORDING STUDIO 2,188 SF
LEVEL 3 REST.261 SF
LEVEL 3 SERVICE 427 SF
LEVEL 3 STORAGE 184 SF
LEVEL 3 VIP 6,143 SF
9,688 SF
50,340 SF
GENERAL PLAN SQUARE FOOTAGE - A. A.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
10 UNITS 4,716 SF
4,716 SF
ATHLETE
ACCOMMODATIONS
LEVEL 2
10 UNITS 4,716 SF
4,716 SF
9,432 SF
TOTAL GENERAL PLAN SQUARE FOOTAGE: 59,773 SF
EXCLUDED AREA FROM GENERAL PLAN S.F. - CLUBHOUSE
LEVEL PROGRAM AREA
LEVEL B1 STORAGE 1, GOLF CART
STORAGE
3,571 SF
LEVEL B1 STORAGE 2, FACILITY STORAGE 5,472 SF
LEVEL B1 STORAGE 3, SURF BOARD
STORAGE
6,928 SF
15,972 SF
LEVEL 1 BOARD STORAGE 548 SF
LEVEL 1 REST.1,618 SF
2,166 SF
18,138 SF
EXCLUDED AREA FROM GENERAL PLAN S.F.
LEVEL PROGRAM AREA
ATHLETE
ACCOMMODATIONS
LEVEL 1
REST.738 SF
ATHLETE
ACCOMMODATIONS
LEVEL 1
STORAGE 886 SF
1,624 SF
1,624 SF
TOTAL EXCLUDED AREA FROM
GENERAL PLAN SQUARE FOOTAGE: 19,761 SF
TOTAL GROSS SQUARE FOOTAGE: 79,534 SF
50,341 SF
9,687 SF
16,922 SF
19,127 SF
15,971 SF
18,137 SF
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SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
1/16" = 1'-0"
BUILDING ELEVATIONS
A2.0
12/23/2024
CLUBHOUSE BUILDING ELEVATION -1
CLUBHOUSE BUILDING ELEVATION -2
1
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06 HEAVY TIMBER COLUMN & BEAM
05 METAL RAILING
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SNUG HARBOR
NEWPORT BEACH, CA 92660
SITE DEVELOPMENT REVIEW
MVE + PARTNERS
1900 MAIN STREET, SUITE 800
IRVINE, CA 92614
PHONE: 949.809.3388
BACK BAY BARRELS, LLC
3857 BIRCH STREET, SUITE 521
NEWPORT BEACH, CA 92660
PHONE: 949.300.9632
BUILDING PERSPECTIVE
A4.0
12/23/2024
1
Sue Williams
From:Steve Coyne <steve@coynedev.com>
Sent:Monday, October 14, 2024 11:21 AM
To:Ian Adam; Oriana Slasor; Greg Attard
Subject:FW: NPB2- New system Model
Categories:Fuscoe Prjs, Filed in TonicDM, 04206-001 Snug Harbor Surf Park
Just wanted to confirm that you all are working with the new figures of 10.170 million gallons for the capacity of the new
two lagoon layout.
Thanks,
Steve Coyne
Coyne Development Corporation
949-300-9632
From: Diego Setien <diegos@wavegarden.com>
Date: Thursday, October 10, 2024 at 11:52 PM
To: Steve Coyne <steve@coynedev.com>
Cc: adam cleary <adam@surffarm.com>, Pieter Berger <pberger@mve-architects.com>, Aritz Alberdi
<aritz@wavegarden.com>, Imanol Sorazu <Imanol@wavegarden.com>, Lucia Bilbao
<lucia@wavegarden.com>, Engineering Wavegarden <engineering@wavegarden.com>, Sean Young
<sean@wavegarden.com>
Subject: Re: NPB2- New system Model
Hi Steve,
Yes, we have increased water depth the deepest parts of the lagoon for circa +0,5m and as such
overall quantities increase in 8.000m3 (2 Mill gal).
Cheers,
Diego Setién
WAVEGARDEN
Business Development
Office: +34 943 041 018
www.wavegarden.com
To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet.
El
Appendix 2
Water Atlas Map
Feet
Every reasonable effort has been made to assure the accuracy of
the data provided, however, The City of Newport Beach and its
employees and agents disclaim any and all responsibility from or
relating to any results obtained in its use.
Disclaimer:
7/19/2024
0 400200
Flow
Pressure
Project Site
'\,.,. T
'e,:,o 4-0
~~ ,
NBG2S
NEWPORT BEACH 0
~"' ~-
~"' ~·
s
R
~"' ~-
FHC2675 •
BIRCH ST
Appendix 3
Fire Hydrant Test Results
CITY OF NEWPORT BEACH
UTILITIES DEPARTMENT
FIRE HYDRANT FLOW TEST
AMOUNT PAID:$475.00 DATE:07/031/2024
CHECK NO:TIME:6:00AM
TEST NO:WEATHER:CLEAR
PROJECT:
PROJECT LOCATION:3100 IRVINE AVE
TEST CONDUCTED FOR:SUE WILLIAMS
TEST PERFORMED BY:O'CAMPO/ AUGER
TEST WITNESSED BY:
FIELD OBSERVATIONS AND FLOW DATA
STATIC HYDRANT # : 716 LOCATION: 3100 IRVINE AVE
F/H MANUFACTURER: JONES NUMBER & SIZE OF OUTLETS: 1-2.5" 1-4"
STATIC PRESSURE, ( Ps , psi), PRE-FLOW:117
RESIDUAL PRESSURE, (Pr , psi) FLOWING:110
FLOW HYDRANT # : 2608 LOCATION: 20321 IRVINE AVE
F/H MANUFACTURER:CLOW NUMBER & SIZE OF OUTLETS:2-2.5" 1-4"
STATIC PRESSURE, PRE-FLOW (INFO ONLY, NOT FOR TEST CALCS) :
F/H OUTLET SIZE ( 2.5 or 4.0):2.5 (d, inches)
FLOW LOSS COEFFICIENT - TUBE C=1.0 / BUTT C=0.9 0.9
PITOT GAUGE READING ( p, psi ):74
OBSERVED FLOW: THE OBSERVED FLOW FROM A HYDRANT OUTLET IS CALCULATED FROM THE
FOLLOWING EQUATION:
WHERE; Q IS THE OBSERVED FLOW IN GPM; d IS THE OUTLET DIAMETER IN INCHES; p IS THE PITOT GAUGE
PRESSURE IN PSI; AND C IS THE FLOW LOSS COEFFICIENT ( C = 1.0 FOR FLOW TUBES AND C = 0.9 FOR BUTT
FLOW READINGS ).
OBSERVED FLOW (Qs, gpm):1443 GPM
DISCHARGE CALCS: THE DISCHARGE FOR A GIVEN FIRE HYDRANT CAN BE DETERMINED FROM THE FOLLOWING
EQUATION USING THE INITIAL ( STATIC ) WATER PRESSURE AND THE RESIDUAL ( DYNAMIC )
WATER PRESSURE:
WHERE; Q ( STATIC OR RESIDUAL ) IS THE FLOW IN GPM; AND P ( STATIC OR RESIDUAL ) IS THE
PRESSURE IN PSI. NOTE: A 10 PSI DROP IS REQUIRED FOR VALID TEST!
CALCULATED FLOW AT 20 psi (Qr, gpm):5969 GPM
Q s =29 .83 Cd 2()p2
Q r =Q s
P s -20
P s -P r
æçè
ö÷ø
0.54
Feet
Every reasonable effort has been made to assure the accuracy of
the data provided, however, The City of Newport Beach and its
employees and agents disclaim any and all responsibility from or
relating to any results obtained in its use.
Disclaimer:
7/19/2024
0 400200
Flow
Pressure
Project Site
'\,.,. T
'e,:,o 4-0
~~ ,
NBG2S
NEWPORT BEACH 0
~"' ~-
~"' ~·
s
R
~"' ~-
FHC2675 •
BIRCH ST
Appendix 4
Design Criteria
Land Use
Land Use Category Agency
1100 Res idential
1H1 Ru ral D!!:n~ity orange
1U2 IRural Densi_!y l l'Y i ne
lUS Ru ral Dens ity tountv of Ora~e
1121 Estate Densit orange
1122 Es tate Densi t y l tvi ne
1126 Estate Density Lake Fores t
1131 Low Dens ity orange
1132 Low Density ltlline:
1133 Low Dens ity Newport Beacl'I
1134 'lOW Density PC Tust in
1135 Su burbari Density C.Ou ntv of oranll,e
1136 Low Densit Lake Forest
1141 Low -Medi um De nsity Ora nge
1146 'Low -Medium Densit Lake Fores t
1153 Me,dium -Low De ns it y Newport Beach
1161 Me,dium Densit'i' Orange
1162 Me,dium Dens ity 11'-.iine:
1163 Me,dium Density Newport Beac h
1164 M e,dium Dens ity PC Tusti n
1166 Me,dium Density Lake Forest
11n Me,d ium -High De nsitv l tlline
1175 urban Density County of Orarige
1176 Me,ciium -H igl'I De M ity Lake Forest
1182 igJ'I Density ltlline
1183 Hi gh Dens ity Newport Beacl'I
1184 H_igh De:nsi ty PC Tustin
1186 Hi ll,h De:ns i ry Lake Forest
1191 Hi gh Rise Dens it • Orange: orange
1192 Hi ll,h Rise Dens it y -Irvi ne Irv i ne
1200 Commercial
1210 General Office
1221 Community Commer ci al
12,22 Regional Com me.rdal
1230 commercial Recreation
1235 Hotel (Ga l/Room /Da y)
1240 lnstitu lion a I
1244 Hos pital
126<J sc hool
1261 UC I
1290 Hotel ~I/RoomLDayJ
1300 Ind ustrial
1300 dustrial
1310 Indust rial • Lill,h t
1320 Industrial -Heavy
1400 Open Space and Other
1820 community Park
1830 Rell,i onal Pa r k
1840 Fuel Modificat ion zone
2000 Ag ;ri cultu re
2100 Low -ll'ri~led AG Po t ab l e:
2UO Low -lrrill,a l ed AG untreated
21.20 Low -lrtill,aled AG Rec cled
2200 Hi ll,h -l rrill,a t ed AG Pota tile
2210 igh-lrrigat ed AG Un t reated
0-3
0-3
0.3
1..2
05
4.0
3.0
1.0
4.5
B
3.0
1 05
11.0
2.8
195
75
5.0
11.8
175
29.0
17.5
32-5
12..3
17.4
32.5
35.0
40.0
20.0
9.0
10 .0
8.0
45.0
8.0
9.0
10.0
10 .0
45.0
9.1
18.0
25.0
Res identi al/Non -Res i dential 111
Gal/DU/Day
250 1 70 420
250 750 1,000
300 350 650
300
300 225 525
300 350 650
300 350 650
215 1 90 405
250 260 510
450 Ll50 2,000
2 15 45 260
210 210 420
235 145 380
200 155 355
400 350 750
200 150 350
155 1 45 31)1)
200 230 430
160 90 250
150 50 201)
125 35 160
130 55 185
1 10 215
120 143
110 1 5 125
100 25 125
1 00 25 125
115 10 125
120 5 125
Ga V KSF/Day
62 10 72
142 33 175
130 1 0 140
60
1 61l
45
165 65 230
20 8 28
215 15 231l
110 so 161l
Ga ll/KSF /Da,y
600 25 625
67 3 70
2000 18 2,018
Ga l/KSF/Day
o o 0
o 0 0
o 0 0
Ga l/KSF/Da,y
o o 0
lrri ation Demands 121 --:••
. ' '
0
5
5
5
5
7
8
16
17
17
15
20
15
10
10
15
15
20
15
15
22
20
17
20
20
15
20
20
20
20
20
20
30
30
30
30
50
40
30
20
20
20
86
75
100
80
Gal/AC/Day
1,0D0
2,8D0
2,800
2,&1'.10
2).1'.10
~
2,SIJO
2,&00
2,SIJO
3,000
2,&00
2,&00
2,&00
2,&1'.10
2,&IJO
uoo
2,4 1'.10
~DO
2,500
2,&00
3,.1 1'.10
2,1100
Z,&D0
2,&00
2,.l!l'.IO
Gal/AC/Day
2,SIJO
3,SDO
3,SOO
2,&50
2,SDO
3,&00
2,1100
Gal/ AC/Da,y
2,31JO
2,&00
2,&00
Gall/AC/Da,y
2,200
~00
uoo
Ga V AC/Da,y
1 DO
o o 0 80 1.0 1)1)0
0 o 0 80 1.0 1,300
0 o 0 80 ~ ~00
o 0 0 80 ~ 300
22.20 Hi ll,h •l rrigation AG Re eycled 1.0 o o ll 80 3,1 00
(1) The Res id.entla f/1N on-Re $id entlal demand$ ar ea ass umed t o tie supp l ied Dy the PO ta ble w atet System, e,,;cep t fo r tho$e use r $ as desc ritled i n S@ctlon 3.4 .1 and Section, 3.4 .2 .
Wavegarden only assumes liability if the Technical Specification are materially incorrect and assumes no responsibility for an
improper and/or incorrect design or construction of the Lagoon.Wavegarden Property - Confidential
9
In the following graph it can be seen how rainfall compensates water evaporation and final
fresh water requirements are much lower than evaporation losses.
In addition, it may is prudent to also consider a possible drain/fill of the whole Cove
lagoon for exceptional maintenance issues; this represents some 10.2 Mgal of
additional water requirements (although this is unlikely to be required every year).
In addition, we have made a rough estimation considering that the water temperature doesn´t
go below 19ºC. This artificial increase of water temperature generates an “extra” evaporation.
It is like having summer water temperature the whole year.
Table 2.General water requirements estimation for Newport Beach Cove considering that
water temperature is over 19ºC
Surf lagoon water loss calculation Totals Gallons
Temperature mean (ºC)19
Open water Evaporation Estimate (m3/year) (gal/year)49.079 12.966.764
Wave operation Factor WG 1,45
Backwash losses (m3/year) (gal/year)730 192.867
Average Evaporation Water Loss (m3/day) (gal/year)195 51.512
Operating Water Loss (m3/year)(gal/year)71.895 18.994.674
Annual rainfall (mm)(inch)267 11
Annual rainfall (m3) (gal)5.284 1.396.018
Total Year Water Requirements (m3/year) (gal/year)66.611 17.598.655
Mean total water requirements (m3/day) (gal/day)182 48.215
Average total water requirements not considering Annual fill and no rain (m3/day)(gal/day)197 52.040
Maximum daily August (max average temp) (m3/day)(gal/day)272 71.811
Average Fresh Water Requirements (m3/month)
7.000
6.000
5.000
4.000
3.000
2.000
1.000
JAN FEB MAR ABR MAY JUN JUL AUS SEP OCT NOV DEC
-Fresh Water Requirements (m3(month)
-+-Average Operating Water Loss (m3/month)
-+-Month rainfall (m3)
,,
>
Appendix 5
Existing Water Usage Information
Water Usage July 23 to June 24
2023 2024
July 46376 43884
August 42636 47124
September 49368 42636
October 41140 41140
November 43384 41140
December 39644 35156
January 42636 43384
February 43384 35156
March 44132 32912
April 47124 37400
May 43384 41888
June 46376 43384
Average 44132 40434 42283 gal/month
1,409 gal/day
1.0 GPM
Existing Water Usage
(Credit)
Snug Harbor - Existing domestic water usage
for clubhouse and pro-shop. Does not include
irrigation, that is per well water.
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I '-,,
0 7F. 1 0 0
0 rn f lrOAt td
07 1' ,,
26,3
"-c.Fl
L4.l.50
A<: I.la
ny m ~ lc,r I
)(
NT
ftd
♦
0Ch\J fOfl 4 41A
V 1n
1~ I lilt
"'r,
,e
1tMPO' TA TIii
Yllu
1n n 20
ti
cJ 8gt'ICUlh
12,806.10
IVhl
o r proc d JJ
'5,
lls
Ila
l t)r.>tto11
llfom •
Jon 1 ,1
ORANbE 1COUNTY WATEIR D1STIUCT
, C IFO A. 921 IHI 00
il J 2.'00
WATER P'ROOUCTilON STATEMENT
or lP 1lod 07 112.~20 To 213 11'2~0·
Ora119 Coumy 'N J r Di trlet, _ r q~ltre d\ by See11 on 29 nd 29 .1 o f liw Om e
r Produ e • Fa , No,.
2-0070 • or Pio«Wctlon Sl.tl«lmor.i on « t>Gl'cft
~----------------
. 'RTA!HT -PLIEASE R~D1
do ot 10
I
'C. P r
'-'PORT B CH GO F COORSE 1 01• • 1 pa r f!IQllln er
A N:S XUA
3100 .RVI •
occurs 30 H, CA 92.t!60
Own er Wo I N•me; BGC-NB
RECEIVED
DEC 2 2 2020
ACCOUNTING OEP o«l payu.tiee lo:
Co-do : 06S,l1 OW• Ol
( ) at.er me r adlng end o rlod
(2) gi nning ol period
(3) tul\Ju· illtt ilem (2), from (1)
/1,r;f-0.00
{
onal w. ter pro;kJ during periodl NOT I NCLUOED I
S: (Expl )
(6) o w -~ r produced : Add . m
CLAS I F ICATION O f' U _ Q WAT
(7) Amoool ol waoor n it n (6) u d for 1lon p,.if?oses:
1~6 0 ><
rl LO n Jre~t 1/1 Dir,
S2 3. o
FL IO nllllf10Sl 1/lG!;tl
Youmu:stco
• s
pl Lon I Mi; by , ny m ns fonha co rcia l rodudlon
(8) In em ( ) use , or 11 purp $243 .50
IIA!m (7) from ( l
135 ,0 X
At.. FL In ea 1 1J l'.lrn
: Add $ aunt in I t (6) . nd (8)
I OeCI.A'RE, und r
otj, ·o r lll)'
(Fo r OCWO ~ ling Us ate; ------------FIQUf V ri • 8:,; No,,
■,
nl be owj
and lh
fl[M , 0 TANTl!I
01 1:U/2021
d aoo .
,82,.50
3. S .00
ORANGE COUNTY WATER DISTRICT
P.0.80X8300
r ooNTAI.-. VAi.LEY, CA!t.lFORHIA gi72a-e300
TEtEPHONE; 71 •478,,:9200
WATER PRODUCTION STATEMENT
For Petlod 01(()1/2021 To 06/30/2021
To bo compleled en<I moo by ecM:h op4tt-ator of .-water P«>duc:in9 r-aeillty "{llhin the Or.in,ge Co-.inty Wttttf Olstrid, as requlr9d by Seeilon 29 and 29.1 ol the Orange
County W.iit.cr Oistrlce Act as ;,mcnd&<I.
Water Producing Facirlly No. 119-20-J..A A, F .. Wllomonl wi.,.. Ora,tlQe County Walo, OiWlc1, ~~ lh• dupllenllt eov/,
wai.er Meter. 02=00::=,o~,~,~,~-06::----------· r _.J o, Flt 1111, w111o, PIOCkleliotl S~OII o, tiofoo,e
FRY IMPOR·TANT -PL.EASE READ j 08"31 1'2 021 a not filed Of\Ot blifoNI ltlil<lill•U 10%o,enallyU1tfOOvMbe •uo5f0d.
r 20493 7 C, P;qr~1..,eramentOt10tbolor•
NEWPORT BEACH GOLF COURS E 07l :J 1t20Z1 l!'llttnt -• 111 1'4 per lllOtllhor ,....,, ttiorcof •~'flat a.,._
ATTH: SEAN XUA O. R91um posllY\l•kot<I eiitt
3 100 I RVINE AVE. 07131'2021 musl~IIIO-..,t>to:-,nskler«I dtlnql.lWIL Pitase ~•~ Ille Ol'lt>tl'IO
L N EWPORT BEAc.H, CA 92660 _J IO ;wold~.,._,_ ,o,i. ~ty cha~ oocu.-. 30d")'I Mlor oue<IMO.
OwnerWellHame: NBGC-N8 E. lflh1$1Ql'ffllsll\llJe<r.•ndoscdC~Ofmone)'C)toetpaya,bltlO!
ORANGE COUNTY WATER o«STRICT
Cod♦: 06S/10W-1 2L0 I
(1) wa1.er met e, reading end ot period
{2) \Y;)!fr me~er reading begitlning of period
(3) T otal unit,; Subtract ilem (2) from (1)
ACF
(Vt1II ol MHSI.Qlllent)
Mete, ID 1
20070357.00
626132
585260
40872
0,001
(Mulljplle1>
(4) T~I produclion 1n Item (3) above expre$$O<I "'Ae,c,Feet
Meler 102
JMPORTANT!U
Yo,., "'-ISi ~-lhe .$N$&mel1CS di.le as
------tat,o,,m In MINI($)& (8) t,,elow. Be ,ure IQ !)a)'
vw ICUI ckle •• &hclWtl irt llilffl (9) no laiitt ttian
40.9 0 7/31 1'2021
Ac. Fl, IO ntatest 1110111
(5) Additio~ w ater produced during period NOT INCLU D ED IN
WATER METER READINGS: (E)q)lain IUlyon r tyme Side)
(6) Tol81 wa~r pt'Oducod; MIJ Items (-1 ) and (5)
CLASSIFICATION OF USE OF WATER
(7) Amount ol wat •r in item {6) used fo r irrigatk>n putJJooes:
40.9
+
PUMP TO WAS TE
$2~3.50 = S 9,959.15 ------------
IAAI GA TtON.. N used herein. me3n$ !he ace of fvsl us,ng wauw lo plaot it on lands by any mNO$ lor the commercial producllOr. of agr'leultutil. hOrticu!tural or
DQne.-euro! CtOPS ano tor paslU'e grown t« oorrvnerdal ~poses.
(8) Amount o( water In ilom (6 ) used few a!I purposes 40.9 $243-SO • $ 9,959.15 ----------=~ ~henh\lln lrrlgauon; Sub11&e11.1em (7}from (0) Ac.Fl.'°~'•'11 F10t,
l9 ) 'TOTA\. RC.PLENISHMENT A SSESSME.Nl S: Add S amoun($ in Items (G}and (8) .,_,. $----------<~
(P l ease be sure to sign tho certfficaUon statement below) ~
CERTIFICATION
1 O E CLAR.E, l,tl'l';l<cr tho penal'ties o l r,,,r ~ tti&l l.ht:i w ater pro,cAJ,ction tltl~me,,t. inc:lu<ling tno ~,1~m11n1 m &ck al'ICI t l'le: tig,11te.s ,r,ow,,, has oeen examined b)' mc:t. Nld
to me beat of mvMOWI~ .,r,o t,o:111:r b a true, oori ~ and oompletil awtemonL
Produe.n(defined u Cities . W•ttr Olstric.ts t nd Gold♦n State Wa.te, Co.) shall 0nnua1ly ~alibrot o th e well me ter°' follow the c.al ibration ,>roc.dUf"e
1ppl\ca.bte lo the mete, type o• 1ecocnrn111'ldOd by tho resP4'ctive mtner manultctU(et' or Amer ican W•torWo,ks A.$-tocl.a1lon If none exist, and utifize
qu•tmed pe,tonnet to P"rfotm the c;alibtatlOA, nwi Producer •h•II ,>rovkle to the District the ca!ibfafion !etl rotults .ind 1ml,uen.1n,c• ln(ormat fon,
ln.<:"-idlng tht d•le ol c•llbr11tion anod petc.=nt etto--. occompa.nied by a eotelfk.atlon of tos·t ,efiults ~lgned by a C•lifotnla ••CJ l$10lttd prof.ssfon.al en91n4'er
o.. a cenlne<1 c1llbt1li0n teehnicle n performing the c11ibrl!ltio11 •nd •tthcl'd with the engineer '• curren t reg.lster•d i&1191ne•r t t :imp or u,e c•llbradon
technk.11~•-1, certitlcatlon \d•ntlf\c.a'don, wh~tever i s appli,;abk,. Allernatlvely, results from a ~II Syatem e-hee-k p,e:rlorm•dl by Soul.hem CaUfomJa 1Jdj1,on of'
oth.•r •lm,u.r con\•~ •PPl'0.,.4 ~ the 0 11t.nct can b& •~~i11ed to verify 1n 1 t accutete putnpi n9 resu1u ,,e booi ng r•portf'd. CaJibntio11 t .-a tina resun,
or \he we\l 1,y1,torn cho,ck 11NII bCI 9,ov\ded pM1 to tho ond of the fi1cal yo••·
lD~t•l 2 //6/2-f {Phone) ft,t f:,G:[l. -$tJ;,/(Si gnaturo) )<~61!9"'§ I-(..,._~
~f'or OCWO A ~o~ U.• 0.11y}
ff'lw.,tu Vordled By.
Paymerot 0.1.e: ____________ _
Cheek No. ------------
Paymenl J\mount:
Rorn:ll'nlng Ouo: -----------------
ORANGE COUNTY WATER DISTRICT
P.O. BOX 8300
FOUNTAIN VALLEY, CALIFORNIA 92728-8300
TELEPHONE: 714-378-3200
REV. 11/21'
WATER PRODUCTION STATEMENT
For Period 07/01/2021 To 12/31/2021
~o be completed and filed by each operator of a water producing faclllty within the Orange County Waler Dlslrlct, as requ ired by Section 29 and 29, 1 of the Orange
,ounty Wa ter District Act as amended.
1\/ater Producing Facili ty No. 119-20-3-A
1\/ater Meter. 20070357-06
:RY I MPORTANT -PLEASE READ
20493
NEWPORT _BEACH GOLF COURSE
ATTN: SEAN XUA
3100 IRVI NE AVE.
NEWPORT BEACH, CA 92660
Owner Well Nam e: NBGC-NB
Cod e: 06S/10W-12L01
1) Water meter reading end of period
2) Water meter reading beginning of period
3) Total uni ts: Subtract Item (2) from (1)
ACF
_J
Mete r ID 1
20 070357-06
690180
626132
64048
0.001
(Unit of Measurement) (Muttlpllor)
4) Total production In Item (3) above ex pressed In Acre-Feet
5) Addillonal water produced during period NOT INCLUDED IN
WATER METER READINGS: (Explain fully on reverse side)
6) Total water produced: Add Items (4) and (5)
A. Fie statomenl with Orange County Wa ler Dislricl Koep the duplicate copy.
B. Filo this Water Production Sta tement on or before
D2/28/2022 If not filed on or before this dale• 10% penaNy chargo will be auoosod ,
C. Pay replenishment assessment on or before
D1 131/2022 lntarosl accrues at 1% per month or fraC1lon thereof oftor 1h11 da11 ,
D. Return postmarked after
0 1131 /2022 must under the law be considered delinquonL Please pay end file on time
to ■void penalUes. 10% penalty charge occurs 30 days after due data.
E, If this form Is malled, enaosed check or money order poyablo to:
ORANGE COUNTY WATER DI STRICT
Meter ID 2 Meter ID 3
IM PO RTANTtll
You must compute the ■sses,ments due as
-------1 shown In lloms (6) & (6) below, Be sure to pay
tho 1otol duo as shown In Item (9) no later !hon
64 .0 01/31/2022
Ac. Fl. lo nearest 111 0th
+
Ac. Ft. lo nearest 1110th PUMP TO WAST E
64.0 X $253.50 =$ 16,224 .0< ------------------------Ac. FL lo nearest 1110th
CLASSI FICATION OF USE OF WAT ER
7) Amount of water In item (6) used for irrigation purposes:
Ac. Ft, to nearest 1110th
..
~RI GATI ON, as used herei n, means the act of first using water to place It on lands by any means for lhe commercial production of agct.cultural, hortlcultural or
ortcultural crops and for pasture grown for commerci al P<Jrposes.
3) Amount of water In Item (6) used for all purposes
othe r than irrigation : Subtract item (7) from (6)
_______ 6_4_.0 X $2 53.50 =S ___________ 16~•~22-'4~.0I
Ac. FL to nearest 1110th
~) TOTAL REPLENISHMENT ASSESSMENTS: Add$ amounts in Items (6) and (8) ..... . s ___________ 32-'.4_4_s_.oc
(P lease be sure to sign the certification statement below)
CERTIFICATION
DECLARE, under the penaltie s of perjury that th is water production statement, Including the statement made and the figu res shown, has been examined by me, and
> the best of my knowtedge and befief is a true , correct and complete statement.
roducers(defined as Cities, Water Districts and Golden State Wa te r Co.) shall annu ally calibrate the well meter or follow the calibration procedure
ppllcable to the meter type as recommend ed by the resp ective meter manufacturer or Am erica n Water Works Association If none exi st, and ullllza
uallfied personnel to perform the calibrati on. The Producer shalt provide to the District the calibration test resu lts and ma intenance Information,
tcludlng the date of calibra tion and pe rcent error, acc omp anie d by a certification of test results signed by a California registere d professi ona l engi neer
r a certif,ad calibra tion tec:bniclan performing the calibra tion and affixed with the engineer's curren t regis t ered en gineer stamp or the cali bration
,chnlclan's certification l dentifica llon, whateve r Is applicable. Alternative ly, results from a well system check performed by South ern Californi a Ed is on or
ther similar contractor approved by the District can be subm itted to verify that acc ura te pumping results are being reported. Calibration testing results
r the well system ch eck shall be provided pri or to th e end of the fiscal yea r. (l 2!-CJ L .C?'
1
(D ate) 1.J../.:1-l-/.21j (Phone) 9lp.1 ~f' /ti (Slgn ature)_=f=JtA-:-4---=-----------
'or OCWD Accounting Use Only)
Figures Veri fied By:
Payment Oate: __________ _
Check No. Remaining Due: ---------------
ORANGE COUNTY WATER DISTRICT
P.O. BOX 8300
FOUNTAIN VALLEY, CALIFORNIA 92726-8300
TELEPHONE: 71◄-378-3200
OCWO FORM NO. 3-RA PERIOD
REV, 11/21195
WATER PRODUCTION STATEMENT
To be co I For Porfod 01 /0112022 To 06/30/2022 C mp eted and filed by each ope t f
oun ty Waler District Act as amended. ra or o a water produci ng faclllty with in the Orange County Water Dlslrlct, as requ ired by Section 29 and 29.1 of the Orange
Water Producing Facility No. 11 9-20-3-A
-Water Meter. '200;;;;;7;;;0;;-357~-0;;;5;---------A. File &latoment wi1h Orange County WIier Dlsllfc1. Keep tile duplcala copy,
!VERY IMPORTANT -PLEASE READ -~ B. FIie 11111 Weter Produdlon Stetement on°' before
I 20493 08/31/2022 If not tilDd on or before this date a 10% penalty charge win be assesaed,
NEWPORT BEACfi GOLF COURSE 7
ATTN : SEAN XUA
3100 IRVJNE AVE.
L NEWPORT BEACfi, CA 92660
Owner Welt Name: NBGC-NB
Code : 06S/10W-12L01
(1) Water meter reading end of period
(2) Water meter reading beginning or period
(3) Total units: Subtract item (2) from (1)
ACF
_J
Motor ID 1
20070357-06
734255
690180
44075
0.001
(Unit ol Measuroment) (Mullipllor)
(4) Total production In Item (3) above expressed In Acre-Feet
(5) Additional water produced during period NOT INCLUDED IN
WATER METER READINGS: (E,ptaln fully m reverse side)
C. Pay rep(enl1hmenI assessment on or before
07/31/2022 lnter111I accrues at 1% par month or fraction thereof after that date.
D. Retum postmarked after
07131 /2022 ml.13I under the law be considered delinquent Please pay ind file on lime
lo avoid penalties. 10% penalty charge OCCUf1 30 days ■ftar due date.
E. If this form Is malled, encJosed check or money order payable to ·
ORANGE COUl'/TY WATER DISTRICT •
Mo tor1 D2
-----
Motor ID 3
IMPORTANTIII
_____ __.You must compute the 1uessments due as
shown In Item, (6) & (8) below. 81 sure to pay
the total due es shown In Item (9) no later than
44.1
Ac. FL to nearest 1110th
07/31/2022
+
Ac. FL to nearest 1110th PUMP TO WASTE
(5) Total water produced:.Add Items (4) and (5)
---:-/v;.-Ft_t_o _nea_ru_t_1~-10th_.
1
_ x 5253.SO =$ 11,179.35
CLASSIFICATION OF USE OF WATER
(7) Amount of water In item (6) used for irrigation purposes:
k... Ft. to nearn l 1110th
IRRIGATION, as used herein, means th e act of first using waler to place It on lands by any means for the commercial production of agrlcultural hortlcultu I
floricultural aops and for pasture grown for a>mmercial purpos&s. • ra or
(8) Amounlofwater in Item (5) used for all purposes
other than Irrigation: Subtract item (7) from (6)
_______ 44_.1_ X $253.50 =$ __________ ~1~1~,1 ~79~.3:::_5
Iv;, Ft to nearost 1110th
(9) TOTAL REPLEN ISHMENT AS SESSMENTS: Add$ amounts in Items (6) and (8) ...... 22,358.70
(Please be s un, to sign the certification statement below)
CERTIFICATION
I DECLARE, under the penalties of perjury that this water production statement, Including the statement made end the figures shown , has been examined by me, and
to the best of my knowledge and beUef Is a true, correct and complete statement
Producers(deflned as Cities, Water Districts and Golden Stato Water Co.) shalt annually calibrate the woll met■r or follow the caltbraUon procodure
applicable to the meter type as recommended by the rospoctlvt mater manufacturor or American Water Works As1oclatlon If none ulst and utillzo
qualified personnel to perform tho calibration . The Producer shall provld• to tho District tho calibration tut r11utt1 and malntonance Information,
Includ in g Iha data of calibration and percent error, accompanied by a certification of test results slgnod by a California rogl1t1red profnstonat onglnoor
or a certified callbration technician perfonm lng the calibration and affixed with the engineer'• current reg l1terod ang lnter st.amp or tha calibration
techn ician 's certification Identification, whatever Is app ltcabte. Af11rnatively, rosults from a wait system check performed by Southom Californi a Edison or
other simila r contractor approvod by the District can be submitted to verify that accurate pumping result■ aro bel')JI re orted. Callbratlon te1ting results
or the welt system check sh.alt be provided prior to the end of lhe fiscal year. 1 \ ,I': , 1
(Date) 6/uh..o n (Phone) 1l4RH7z. 1r (Signature) ~ 'J Hu.o. x tCt« ,>fu_
(For OCWD Accounting Use Only)
Figures Verified By:
Payment Date: __________ _
Check No. -----------
Payment Amount ______________ _
Rema ining Due: ______________ _
ORANGE COUNTY WATER DI STRICT
P.O. BOX 8300
OC'M) FORM NO. 3-AA PERIOD
REV 11fl1/SIS
FOUNTAIN VALLEY, CALIFORNI A 92728-8300
TELEPHONE: 714-378-3200
WATER PRODUCTION STATEMENT
For Period 07/01/2022 To 12/31/2022
TCooubnetycoWmaplleleD~ ?~di fiAlectd by each operator of a water producing faclfity wtl hln !he Orange County Waler District, as required by Secllon 29 and 29 1 or Iha Orengo er isu,c as amended. •
Waler Producing Facll~y No. 119-20-3 -A
Water Meler. 20070357-06 r
A. FIie 1talem1n1. with Orange County Water District. Keep Iha dupHcale copy.
8. Ale this Water Production Statement on or before
r;F:;:E;;R;:Y~l::M::P::0::R::T:A~N:T---:P'.".'L".'.E-A".'SE~R;;;EA;;,,;;;D;;;;_.::. _______ 1_,'
02/28/2023 If not filed on or before this date a 10" penal ty char;e wil be assessed
20493 C. Pay replenlstvnent assessment on or before
NEWPORT BEACH GOLF COURSE
ATTN: SEAN XUA
01 131 /2023 Interes t accrues al 1% per month or fracdon thereof aner that date.
O. Rotum postmarked after
3100 IRVINE AVE. L NEWPORT BEACH, CA 92660
Owner Well Name: NBGC-NB
01131/2023 must under the law be consJdored dol nquenL Please pay end mo on Ume
-' ' . to avokl p1naltles, 10% penalty charge occur1 30 days ana r due date.
E. If this form Is malled, enclosed check or money order payable to:
ORANGE COUNTY WATER DISTRICT
Code: 06S/10W-1 2L01 Meter ID I • -Meter ID 2 Meter ID 3
20070357-06
(1) Water meter reading end of period 601416
734255 IMPORTANTIII (2) Water meter reading beginning of period
(3) Total units: SublracUem (2) from (1 ) 67161 You must compute the as.sossments due as
ACF 0.001 ------I
(UrdolM.........,.) (MtltipHor)
(4) Total ~uctlon In Item (3) above expressed in Acre-Feet
(5) Additional waler produced during period NOT INCLUDED IN
WAlER METER READINGS: (Exl)lain fuly on reverse side)
67.2
Ac. Fl to nearest 1110th
Ac. FL to nearest 111 0th
(6) Totalwaterproduced: '."dd ttems(4)and (5) _______ 67_.2_ X $279.00
Ac. FL 10 nearest 1110th
CLASSIFICATI ON OF U SE OF WAT ER
(7) Amount of waler in Item (6) used for irrigahon purposes:
Ac.. FL to ne arest 1110th
+
=S
shown In Items (6) & (8) below. Be I U19 IO pay
l he total due as shown In Item (9) no later lhan
01/31 /2023
PU MP TO WASTE
16,748.60
IRRIGATION, as used herein, means lhe acl or first using wat er to place ii on lands by any means for lhe commercial producllon of agricultural, horticultural or
floricultural aoos and for pasttxe grown for oommercial purposes .
(6) Amount of water in ~em (6) used fOf aU purposes
other lhan inigation: Subtract Item (7) from (6)
67.2 x S279.00 ---------Ac. FL to nearesl 1110th
(9) TOTAL REPLENISHMENT ASSESSMENTS: Add$ amoun!s in Items (6) and (8) ..... .
=S ___________ 1_s~.7_46~-~60~
(Please be sure to sign the c ertification statement below)
CERTI FICATION
I DECLARE, under lhe penalties of pe~ury Iha! lhis water production slalemenl, including lhe statement made and the figu res shown, has been examined by me, and
to the best of my knov.1edge and be0ef Is a true, correct and complete slalemenl
Producers(deflntd as Cities, Water Districts and Golden State Water Co.) t halt annually calibrate the well meter or follow the calibrati on procedure
applicable to the meter type as recommen ded by the respective mete r manufacturer or American Water Works Association If none exist, and utilize
quallflod pe<$onnel to perform the calibration. The Producer shall p rovide l o the Di strict the calibration test results and maintenance information,
Including tho date of calibration and percent error, accom panied by D cortlflcatlon of test results slgnod by a Callfomla registered professional engineer
or a certified caDbratlon technician performing the calibration and affix ed v,lth the engineer's current registered engineer stamp or the calibration
technlclan's certification Identification, wh atever Is applicable. Alternatively, results from a we ll system check performed by Southern California Ediso n or
other slmllar contractor approved by the District ca n bo submltled to ve rify Iha! accurate pumping results are being reported. Calibration testing results
or tho well system check shall be rrovided pr ior to the end of t he flsc;,I yoar. '"'\ I ,:i
(Dato) / /::J-1-17,(.I!-"!., (Phone) "l&-J 'tb-C}H I (Signature) 2>~Y,. 1·1 ± J-/1.,,: S , (
(For OCWD Accounting Use Only) Payment Dale:___________ Paym ent Amount ________ \ ______ _
Figures Verified By: _____ Check No.___________ Remaini ng Due: ______________ _
ORANGE COUNTY WATER DISTRICT
P.O. BOX 8300
FOUNTAIN VALLEY , CALIFORN IA 92728-8300
TELEPHONE : 714-378-3200
OCWO FORM NO. 3-RA PE RI OD
REV. 11/21195
WATER PRODUCTION STATEMENT
For Per iod 01/01/2023 To 06 /30 /2023
To be compl eted and filed by each ope rato r of a w ater producing f ac ility within th e Orange County Wa ter Dis trict , as required by Sectio n 29 and 29 .1 of the Orange
County W ater District Act as amended .
Water Pr od ucing Facility No . 119-20-3-A
Water Me ter : 2007 0357-06
1
~ F .,_E_R_Y_I_M_P_O_R_T_A_N_T ___ P_L_E_A_S_E_R_E_A_D ___________ 1_1
20493
NEWPO RT BEACH GOLF CO U RSE
ATTN : SE AN XUA
3100 IRV INE AVE.
L NEWPORT BEACH , CA 9266 0
Owner Well Name : NBGC-NB
Code: 06S/10W-12 L01
(1) Water meter reading end of pe riod
(2) W at er mete r reading be ginni ng of period
(3) Tot al units: Subtract ite m (2) from (1)
ACF
_J
Meter ID 1
20070357-06
836502
801 416
35086
0.001
(U ni t of Measurement) (Multiplier)
(4) Total prod uction in item (3) abo ve ex pre ss ed in Acre-Feet
(5) A ddi ti onal water produced during period NOT INCLUDED IN
WATE R METER READINGS : (Explain fully on re verse side)
(6) Total water produced : A dd items (4) and (5)
A . File statement with Orange Cou nt y Water District. Keep the duplicate copy .
B. File this Wate r Production Statement on or before
08/31 /2023 If not filed on or before this date a 10 % penalty charge will be assessed .
C. Pay replenishment assessme nt on or before
07/31 /2023 Inte rest accrues at 1% per month or fractio n thereof after that date .
D. Return postmarked after
07/31 /2023 must under the law be considered delinquent. Please pay an d file on time
to avoid penalties . 10% penalty charge occurs 30 days after due date .
E. If this form is mai led, enclose d chec k or money order payable to :
ORANGE CO UNTY WATER DIS TRI CT
Meter ID 2 Meter ID 3
35 .1
Ac . Ft. to nearest 1110th
+
Ac . Ft. to nearest 1/1 oth
35 .1 X $27 9 .00 =$
IMPORTANT!!!
You must compute the assessments du e as
shown in Items (6) & (8) below . Be sure to pay
the total due as sh own in Item (9) no la te r than
07/31/2023
PU MP TO WAST E
9,792 .90
Ac . Ft. to nearest 1110th EIVED
JUL 1 0 2023
CLASSIFICATION OF USE OF WATER
(7) A mount of w ater in item (6) used for irrigation purposes:
Ac . Ft. to nearest 1/1oth
A f'('I J T! , nr T
IR RIG ATI ON , as used herei n, me ans th e act of fi rst using water t o place ii on la nds by any means f or th e commerci .ff"procluction of agdcultura l, horticu ltural or
fl oricul tural cro ps and for pas ture grown fo r comm ercial purposes.
(8) Am ount of water in item (6) use d fo r all purpos es
oth er than irrigation : Su btra ct ite m (7) from (6)
35 .1
Ac . Ft. to nearest 1110th
(9) TOTA L REPLENISHMEN T ASSESSME NTS : Add$ amounts in Items (6) and (8) ..... .
X $279 .00 =$
$
(Please be sure to sign the certification statement below)
CERTIFICATION
9,792 .90
19 ,585 .80
I DECLARE , under the pe nalti es of pe rjury that th is water producti on statement , includ ing the statement mad e and the figu res shown , has bee n exam ined by me , and
to the best of my knowledge and belief is a true , correct and co mpl ete sta te ment.
Producers(defined as Cities, Water Districts and Golden State Water Co .) shall annually calibrate the well meter or follow the calibration procedure
applicable to the meter type as recommended by the respective meter manufacturer or American Water Works Assoc iation if none exist, and util ize
qualified personne l to perform the calibration. The Producer shall provide to the Distr ict the calibration test results and maintenance information ,
i ncluding the date of cal ibration and percent error, accompanied by a certification of test results signed by a California registered professional engineer
or a certified cal ibrat ion technician performing the calibration and affixed with the engineer's current registered engineer stamp or the calibration
technician 's certification identification , whatever is applicable . Alternatively , results from a well system check performed by Southern California Edison or
other s imilar contracto r approved by the District can be submitted to verify that accu rate pumping results are being reJ!_orted . Calibration testing resul ts
or the well system check shall be provided prior to the end of the fiscal year. L ~ ~ -<:-
(Da t e) 1 / 1 /20 1,2 (Phone) 7/LJ:Rg b717 r (S ignature) __ =t--~---~------
(For OC W D A ccounting Use Only)
Figures Ve ri fied By :
Payment Date :
Check No . -------------Payment Amount: -----------------Rem a in in g Du e:
ORANGE COUNTY WATER DISTRICT
P.O. BOX 8300
OCVI.U FORM NO . 3-RA PERIOD
FOUNTAIN VALLEY, CALIFORNIA 92728--8300
TELEPHONE: 714-378-3200
WATER PRODUCTION STA,"EMENT
Rl!CEtVED
JAN 9 2024
For Period 07/01/2023 To 12/3.1/2023 ACCOUNTING DEPT
REV. 11/21195
To be completed and filed by each operator of a water producing facility within the Orange Coui1ty Water District, as required by Section 29 and 29 .1 of the Orange
County Water District Act as amended .
Water Producing Facility No .
Water Meter:
119-20-3-A
20070357-06 {' ---------------,, .. A . File statemen,1 with Orange County Water District. Keep the duplicate copy .
B. F~e this Water , Production Statement on or before
FRY IMPORTANT -PLEASE READ -I 02/29/2024 If nc 'filed on or before this date a 10% penalty charge will be assessed .
20493 • C. Pay replenishment assessment on or before
NEWPORT BEACH GOLF COURSE
ATTN : SEAN XUA
01/31/2024 lntere st accrues at 1% per month or fraction thereof after that date.
D. Return postmarked after
3100 IRVINE AVE . L NEWPORT BEACH , CA 92660
Owner Well Name: NBGC-NB
_J
01/31/2024 must u ~der the law be considered delinquent. Please pay and file on time
to avoi d penalties. 10% penalty charge occurs 30 days after due date.
E. If this form is maile•.:1 , endosed check or money order payable to:
ORANGE COUNTY WATER DISTRICT
-----Pode. OOS/1 OW-t2L0 Meter10---,--Meter ID 2 HieterID3 -.
20070357-06
(1) Water meter reading end of period 90516B
836502 IMPORT ANTIil (2) Water meter reading beginning of period
(3) Total units : Subtract item (2) from (1) 68666 You must compute the assessments due as -----ACF 0.001 shown in Items (6) & (8) below. Be sure to pay
(Unit of Measurement) (Multiplier) the total due as shown in Item (9) no later than
(4) Total production in item (3) above expressed in Acre-Feet
(5) Additional water produced during period NOT INCLUDED IN
WATER METER READINGS : (Explain fully on reverse side)
68 .7
Ac. Ft to nearest 1110th
A.:.. Ft to ne20 : est 1110th
(6) Total water produced : Add items (4) and (5) 68 .7 X
/loc . Ft. to neares! 1110th
$312 .00
CLASSIFICATION OF USI! OF WATER
(7) Amount of water in item (6) used for irrigation purposes :
Ac. Fl to nearest 11 -.-0th
01/31/2024
+
PUMP TO WASTE
=$ 21 ,434 .40
IRRIGATION, as used herein , means the act of first using water to place it on lands by any means for the commercial production of agricultural , horticultural or
floricultural crops and for pasture grown for commercial purposes .
(8) Amount of water in item (6) used for all purposes
other than irrigation : Subtract item (7) from (6)
68.7 X
Ac. Fl to nearest 1/10th
(9) TOTAL REPLENISHMENT ASSESSMENTS : Add$ amounts in Items (6) and (8) ..... .
$312 .00 =$
$
(Please be sure to sign the certification st.atement below)
21 ,434.40
42 ,868.80
---------------.---------CERT IF IC AT 1O N
I DECLARE , under the penalties of perjury that this water production statement, including the st;,tement made and the figures shown, has
to the best of my knowledge and belief is a true , correct and complete statement.
Producers(defined as Cities, Water Districts and Golden State Water Co.) shall annually ,-:alibrate the well meter or follow the calibration procedure
applicable to the meter type as recommended by the respective meter manufacturer or Am'erican Water Works Association If none exist, and utilize
qualified personnel to perfonn the calibration. The Producer shall provide to the District thl' callbratlon test results and maintenance infonnation,
Including the date of calibration and percent error, accompanied by a certification of test re!rults signed by a California registered professional engineer
or a certified calibration technician perfonnlng the calibration and affixed with the engineer's current registered engineer stamp or the callbratlon
technician's certification identification, whatever is applicable. Alternatively, results from a we.II system check perfonned by Southern California Edison or
other similar contractor approved by the District can be submitted to verify that accurate pumpi'ng results are being reported. Calibration testing results
or the well system check sha be pr vlded P.rior to the end of the fiscal year. ~/J /, /, /
1 (Date) 0 o5. J:o.l (Phone{!}l/-7 £il.'t -rr 27 (Signature) HUA X ,cm j d" ·i::5
(For OCWD Accounting Use Only)
Figures Verified By:
Payment Date :
Che ck No. ------------Paymt mt Amount: _______________ _
Rem , ~ining Due :
Appendix 6
City of Newport Beach Fire Flow Guidelines
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
LIFE SAFETY SERVICES
GUIDELINES AND STANDARDS
B.01- Determination of Required Fire Flow
Pages 1 of 3
Revised: 03-04-08, 04-27-16, 07-13-16
LIFE SAFETY SERVICES
GUIDELINE B.01 - Determination of Required Fire Flow
B.01.1 PURPOSE
The purpose of this guideline is to provide assistance to architects, builders and
engineers in determining the adequate fire flow requirements for buildings and
complexes. This guideline is in accordance with the California Fire Code, Appendix B
and Appendix C.
B.01.2 SCOPE
All buildings built within the City of Newport Beach are required to comply with the
California Fire Code Appendix B, Fire Flow Requirements for Buildings and Appendix C,
Fire Hydrant Locations and Distribution.
B.01.3 PROCEDURE
Determine the total square footage of all floor levels:
Line 1 _______________________sq. ft.
Determine the type of Construction:
Line 2 ____________________________
Using Table B105.1, determine the fire flow.
(If the building has full sprinkler system, deduct 50%)
Line 3 _______________________ gpm.
1, 2
Using Table C105.1, use the determined fire flow from line 3 to determine the required
number of fire hydrants required and their spacing:
Line 4 _______Hydrants_______ft. apart.
Existing fire hydrants on public streets within 500‘of the building are allowed to be
considered as available. The aggregate flow from existing hydrants, at no less than 20
pounds residual pressure, may be credited toward the total flow required . Existing
hydrants on adjacent property may not be considered unless the hydrant and main are
owned by a public water company or public utility and the road serving those hydrants is
of appropriate construction and width. An easement for the roadway must be recorded.
B.01- Determination of Required Fire Flow
Pages 2 of 3
Revised: 03-04-08, 04-27-16, 07-13-16
LIFE SAFETY SERVICES
New hydrants shall provide a minimum flow of 1250 gpm at 20 pounds residual
pressure.
1. The fire sprinkler demand is permitted to be included within this value as long as
the sprinkler demand does not exceed the minimum required fire flow.
2. Thee minimum fire flow shall not be less than 1500 gpm.
TA B LE B105.1
MIN IM UM REQU IRED F IRE-FLOW AND FLOW D URATION FOR BU ILDI NGS
FIRE -FLOW CA LCUL ATION A REA (square fee t) FIRE -FLOW FLOW DU RA TION
Type IA and 18° Type II A an d III A" Type IV an d V-A• Type 118 an d 1118° Type v-0• (g allons per min ute)" (hou r s)
0-22 ,700 0-12,700 0-8,200 0-5,900 0-3 ,600 1,500
22 ,70 1-30,200 12 ,701-17 ,000 8201-10,900 5,901-7 ,900 3 601-4 ,800 1,750
30,20 1-38,700 17,001 -21,800 10,90 1-12,900 7,901-9,800 4,801-6 ,200 2,000
2
38,70 1-48 ,300 21,801-24,200 12,90 1-17 400 9 ,801-12,600 6,201-7 ,700 2,250
48 ,3 0 1-59 ,000 24,201 -33,200 17,40 1-21 ,300 12 ,601-15,400 7,701-9,400 2,500
59,00 1-70,900 33 ,201-39,700 2 1,3 0 1-25 ,500 15,401-18,400 9,401 -11 ,3 00 2,750
70,90 1-83,700 39,701-47,100 25,50 1-30 , I 00 18,401 -21,800 11 ,3 01 -1 3,400 3,000
83,70 1-97,700 47,101 -54 ,900 30, 10 1-35,200 21,801 -25,900 13,401 -1 5,600 3,250
3
97,701 -1 12 ,700 54 ,901 -63,400 35,20 1-40,600 25,901 -29,300 15,601 -1 8,000 3,500
112 ,70 1-128,700 63,401 -72,400 40,60 1-46,400 29 ,301 -33,500 18,001-20,600 3,750
128 ,70 1-145 ,900 72,401 -82, I 00 46,40 1-52 500 33,501 -37,900 20,601 -23 ,300 4,000
145 ,90 1-164,200 82 , IO 1-92,400 52 ,50 1-59 , 100 37 ,901-42,700 23,301-26 ,300 4 ,250
164 ,20 1-183,400 92,401 -103 100 59,10 1-66000 42 ,701-47 ,7 00 26,301-29 300 4 ,500
183,40 1-203,700 103 ,101-114,600 66,00 1-73 ,3 00 47 ,701-53 ,000 29,301-32,600 4,750
203 ,70 1-225 ,200 114 ,601-126,700 73 ,30 1-81 , 100 53 ,001-58 ,600 32,601-36,000 5,000
225 ,20 1-247 , 700 126,701-139,400 81 , 10 1-89 ,200 58 ,601-65 ,400 36,00 1-39 ,600 5,250
247 ,70 1-271 ,200 139,401-152,600 89,20 1-97 700 65,401-70,600 39 60 1-43,400 5,500
27 1,2 0 1-295 ,900 152 ,601 -166 ,500 97 ,7 01-106 ,500 70,601-77,000 43,40 1-47 ,400 5,7 50
295,90 I -Greater 166,50 I-Greater 106 ,50 1-115,800 77,001 -83,700 47 ,401 -51 ,500 6,000 4
--115,80 1-125 ,500 83 ,701 -90,600 51,501 -55,700 6,250
--125,50 1-135,500 90 ,601 -97 ,900 55,701 -60 ,200 6,500
--135,50 1-145 ,8 00 97 ,901 -106,800 60,201 -64,800 6,750
--145,80 1-156,700 106 ,801 -113 ,200 64,801 -69 ,600 7,000
--156 70 1-167,900 113,201 -121 ,3 00 69,60 I -74 ,600 7,250
--167,90 1-179 ,400 121 ,3 01-129 ,600 74,601-79,800 7,500
--179,40 1-191,400 129 ,601-138 ,300 79,801-85 ,100 7,7 50
--19 1,40 1-Greater 138 ,3 0 I -Greater 85, IO I -G reater 8,000
B.01- Determination of Required Fire Flow
Pages 3 of 3
Revised: 03-04-08, 04-27-16, 07-13-16
LIFE SAFETY SERVICES
TABLE C105 .1
NUMBER AND DISTRIBUTION OF FIRE HYDRANTS
FIRE -FLOW REQUIREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY
BETWEEN HYDRANTsa.•.• POINT ON STREET OR ROAD (g pm ) OF HYDRANTS (feet ) FRONTAGE TO A HYDRANT"
1.750 or I I 500 250
2.000-2.250 2 450 225
2.500 3 450 225
3.000 3 400 225
.500-4 .000 4 350 210
4.500-5.000 5 300 180
5.500 6 300 180
6.000 6 250 150
6.500-7 .000 7 250 150
7.500 or more 8 or more• 200 120
For I: I roo1 = 0-1 . mm. I gallon per minute= 3.7 5 Um.
a. Rcdu c by 100 foci for dead-end lreets or road .
b. \ here trccts arc provided with median dividers whi h cannot be cro cd by lire fighters pulling hose lin . or where arterial 1rects arc provided with four or
more 1rarlic Ian and have a trarfi count or more than 30.000 vchi I per day. hydrant pa ing hall average 500 foci on each idc or the 1rcc1 and be
arranged on an alternating basi up lo a lire-now requirement or 7.000 gallon per minute and 400 feel for higher lire-now requirements.
c. \ here new water main arc extended along 1rcc1 where hydrants arc not needed for pro1cc1ion of structures or imilar lire problem . lire hydrant hall be
provided at pa ing not to exceed 1.000 feet to provide for Iran portation hazard .
d. Rcdu c by 50 feet for dead-end trccts or road .
c. One hydrant for each 1.000 gallon per minute or fra lion thereof.
APPENDIX A-4 2015 INTERNATIONAL FIRE CODE®COMMENTARY:
Appendix B:
Fire-Flow Requirements for Buildings
The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.
General Comments
The availability of water is essential for fire-fighting
operations. The amount of water required to fight a fire
depends on many things, including the type of construc-
tion, the location of the fire, the contents of the building,
response time and the capabilities of the fire depart-
ment. Fires will increase in size very quickly from the
time of ignition to the arrival of the fire department. Cou-
ple these unknowns with the fact that the actual water
available varies significantly from one jurisdiction to
another and, in many cases, from one location to
another in the same jurisdiction, and it is easy to see
that determining the necessary water supply is not an
exact science. The fire-flow rates given in this appendix
are a simplified version of the method previously pub-
lished by the Insurance Services Office (ISO), Guide for
Determination of Required Fire Flow (ISO 1972). This
particular method took several factors into account that
included construction type, size and location of the
building . The actual equation used with the ISO guide
was as follows:
F = 18 C(A)05
where :
F = Required fire flow (gpm).
C = Coefficient related to the type of construction.
A = Total floor area (including all stories but
excluding the basement).
Type of Construction Coefficient
Wood-frame construction 1.5
For ordinary construction 1.0
Noncombustible construction 0.8
Fire-resistive construction 0.6
This equation came with various increases and
decreases that will be discussed throughout this com-
mentary . The simplified version of this method is
included here for two reasons . First, the guidelines were
difficult to obtain; and second , the methodology was
considered overly complex for the degree of accuracy it
2015 INTERNATIONAL FIRE CODE®COMMENTARY
gave.
Fire-flow determination is not an exact science. Sev-
eral methods beyond the one presented by ISO have
been available over the years and none is able to pro-
vide a correct answer for all situations. Fires row
quickly during their initial stages and the amount of
water necessary increases as the fire grows. The larger
the fire, the larger the water supply necessary. This is
why sprinklers require, comparably, much less water as
they can attack the fire at a very early stage. For these
reasons, this appendix does not provide a single
answer to solve the problem of determining the amount
of fire flow required. It is a decision that must involve
many factors.
This appendix was developed independent of the
sprinkler standards NFPA 13, 13R and 13D . These
standards sometimes have requirements for inside and
outside hose streams that are independent of the fire-
flow requirements.
Purpose
This appendix provides a tool for jurisdictions to estab-
lish a policy for fire-flow requirements . The determina-
tion of required fire flow is not an exact science , but
having some level of information provides a consistent
way of choosing the appropriate fire flow for buildings
throughout a jurisdiction.
The primary tool used in this appendix is Table
B 105.1 , which presents fire flows based on construction
type and building area. This table is based on the corre-
lation of the ISO method and the construction types
used in the International Building Code ® (IBC®).
Because of the wide variations in water availability and
the application of fire flow in different communities,
these provisions are presented in this appendix.
The important message sent by this appendix is that
some sort of policy should be in place to provide
requirements that are consistent within a jurisdiction.
Fire -flow requirements have the tendency to be some-
what controversial for the simple reasons that the facili-
ties needed to provide them can be very costly to
construct and install and appear to the building owners,
in many cases, to yield little benefit.
APPENDIX 8-1
APPENDIX B
B104.2 Area separation. Portions of buildings which are
separated by fire walls without openings, constructed in
accordance with the International Building Code, are allowed
to be considered as separate fire-flow calculation areas.
❖ To reduce the amount of fire flow required, fire walls
without openings can be constructed to create sepa-
rate fire-flow calculation areas. Fire barriers or fire
partitions cannot be used to create separate fire-flow
calculation areas. It should be noted that IBC Section
706 regulates the construction of fire walls and would
generally allow properly protected openings in them
(see IBC Section 706.8). However, consistent with
Section 102.10 of the code, this section would super-
cede the IBC fire wall opening provisions since this
section is a specific prohibition on any openings in
fire walls that are used to reduce the fire-flow calcula-
tion area.
B104.3 Type IA and Type 1B construction. The fire-flow
calculation area of buildings constructed of Type IA and
Type IB construction shall be the area of the three largest suc-
cessive floors.
Exception: Fire-flow calculation area for open parking
garages shall be determined by the area of the largest
floor.
❖ Type IA and 18 construction are essentially noncom-
bustible and have the tendency to limit fire spread
within the buildings more so than other construction
types. Therefore, the fire-flow calculation area needs
to include only the three largest successive floors.
Successive floors are specified because of the logical
progression of a fire. The concept of three largest
successive floors appears to come from the ISO
guide. These guidelines allowed the fire-flow calcula-
tion area for fire-resistive construction to only include
six successive floors if vertical openings were not
protected, and three successive floors if the vertical
openings were protected. Taking the three largest
floors when they are separated from one another may
be overly conservative.
The exception to this section allows open parking
garages to count only the largest floor for the fire-flow
calculation area. This is probably related to the facts
that fires in such facilities tend to be limited to one or
two cars and that such facilities have large openings
through which the hot gases and smoke from a fire
can dissipate quickly, limiting the intensity of the fire.
SECTION B105
FIRE-FLOW REQUIREMENTS FOR BUILDINGS
B105.1 One-and two-family dwellings, Group R-3 and R-
4 buildings and townhouses. The minimum fire-flow and
flow duration requirements for one-and two-family dwell-
ings, Group R-3 and R-4 buildings and townhouses shall be
as specified in Tables BIOS.1(1) and BIOS.1(2).
❖ This section establishes fire-flow requirements for
one-and two-family dwellings, in two distinct catego-
ries. The first category is one-and two-family dwell-
ings, Group R3 and R4 buildings and townhouses
through reference to Tables B 105 .1 ( 1) and
8105.1 (2). Table 8105.1 (1) essentially addresses
two different area ranges and whether automatic
sprinkler systems are installed. Where the area is
3,600 square feet or greater, reference is made to
Table B 105.1 (2). It should be noted that automatic
sprinkler systems shall comply with either NFPA 130
or IRC Section 2904. Buildings addressed by Section
B 105.2 allow a larger decrease in fire flow but require
an NFPA 13 or NFPA 13R system.
TABLE B105.1(1). See below.
❖ This table sets out the requirements for one-and two-
family dwellings, Group R3 and R4 buildings and
townhouses. The criteria for fire flow is based on two
major factors. The first is the area of the building. The
table addresses buildings up to 3,600 square feet and
greater than 3,600 square feet. The second is
whether a sprinkler system is provided. The type of
sprinkler system is either that required by NFPA 130
or IRC P2904. The assumption would be that more
restrictive systems, such as those required by
NFPA 13R or 13, would also be permitted.
Essentially, for less than 3,600 square feet, the fire
flow is reduced by 50 percent. This is consistent with
exceptions present in past editions of the code. Once
3,600 square feet has been reached, compliance with
Table 8105.1(2) is required. Note that a SO-percent
reduction is allowed by Table B 105.1 (2) for these
buildings.
The original ISO guide provided a simplified ... ·
approach for one-and two-family dwellings. That . • •
approach stated that fire flows should be based on a
limitation of two stories and a relationship to proximity
of exposures. The fire-flow requirements based on
TABLE B105.1(1)
REQUIRED FIRE-FLOW FOR ONE-AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES
FIRE-FLOW CALCULATION AREA
(square feet)
0-3,600
3,601 and greater
0-3,600
3,601 and greater
AUTOMATIC SPRINKLER SYSTEM
(Design Standard)
No automatic sprinkler system
No automatic sprinkler system
Section 903.3.1.3 of the International Fire Code or
Section P2904 of the International Residential Code
Section 903.3.1.3 of the International Fire Code or
Section P2904 of the International Residential Code
For SI: I square foot= 0.0929 m', I gallon per minute= 3.785 Lim.
APPENDIX B-4
MINIMUM FIRE-FLOW
(gallons per minute)
1,000
Value in Table
B105.1(2)
500
1/2 value in Table
B105.1(2)
FLOW DURATION
(hours)
Duration in Table B105.1(2)
at the required fire-flow rate
2015 INTERNATIONAL FIRE CODE®COMMENTARY
proximity to exposures in the ISO guide were as fol-
lows:
EXPOSURE DISTANCE (ft) FIRE-FLOW REQUIREMENT (gpm)
Over100 500
31-100 750-1000
11-30 1000-1500
10 or less 1500-2000
For SI: 1 foot= 304.8 mm, 1 gallon per minute= 3.785 Um.
This appendix uses 1,000 gpm (3785 Umin), which
would be equivalent to a 30-foot (9144 mm) distance
from exposures. This was taken as an average to
provide a reasonable number for a r:najority o! one-
and two-family dwellings. Also, as discussed m the
beginning of this appendix, based on the amount of
variability involved with fighting fires, taking an aver-
age and applying it to all one-and two-family dwell-
ings may be the most reasonable approach. .
This appendix also does not use the two-story lim-
itation but, rather, uses an area limitation of 3,6~0
square feet (345 m2) for the 1,000-gp~ _(3785 L/mm)
requirement. This is a more realistic approach
because the ISO guide probably did not anticipate the
larger floor area of today's houses and the large num-
ber of townhouses.
The table recognizes the efficacy of automatic
sprinkler systems in reducing the amount of _wat~r
needed to suppress fires and allows a reduction m
fire flow of 50 percent where sprinklers are installed.
This allowance for sprinklers does not amount to a
requirement that a sprinkler sy~tem be i~~talle?.
Rather, it allows a design alternative to be u~1hzed m
the event that there is insufficient water available to
meet the required fire flow for a building establ!s~ed
by this appendix. Table 8105.2 allows a s1m1lar
reduction for all other types of buildings.
A review of the original ISO guide reveals that there
was no reduction for sprinklers in one-and two-family
dwellings. However, in 1972 sprinklers were
extremely uncommon within homes, and sine~ that
time sprinkler technology has changed dramatically.
Section B 105.2 contains more discussion on the
application of this concept of reductions for sprinklers.
Generally, the reduction is intended to encourage
installation of an automatic sprinkler system because
it is easier to control a fire that is attacked during the
incipient stages.
TABLE B105.1(2). See page B-6.
❖ Table B 105.1 (2) establishes the fire-flow and duration
requirements based on the fire-flow calculation area,
as defined by the definition in this appendix and Sec-
tion 8103, and the construction types defined in the
IBC. As the construction type becomes more com-
bustible, the fire-flow requirements increase. Like-
wise, as the area of the building increases, the fire-
flow requirements increase. The last column also
specifies a minimum duration of fire flow. The dura-
tion of fire flow varies from a minimum of 2 hours to 4
2015 INTERNATIONAL FIRE CODE®COMMENTARY
APPENDIX B
hours. Flow duration may be an issue that each juris-
diction may need to consider when assessing the
capabilities of the department, the hazards presented
and the availability of water supply (see commentary,
Section B 105.1 ).
Applying this table, for example, a 50,000-square-
foot (4546 m2) Type IV construction buildi~g w?uld
require a fire flow of 4,000 gpm (15 140 L/mm) with _a
duration of 4 hours. If the building was sprinklered m
accordance with NFPA 13, the required fire flow
would only be 25 percent or 1,000 gpm (5678 Umin).
This table does not address use and occupancy
classifications. A Type IA construction building hous-
ing a Group A occupancy would be treated the same
as a Type IA construction building housing a Group H
or F occupancy. Again, this table was formed based
on the approaches presented by the ISO guide,
which focus on construction types.
A common question when applying this tabl~ is
how to deal with a building that incorporates multiple
construction types. Such scenarios would be better
addressed through a percentage approach. ~or
example, in a building that has two construction
types, Types IA and VA, having areas of 25,000
square feet (2323 m2) and 10,000 square feet (929
m2), respectively, the fire flow would be calculated as
follows:
Total building area
25,000 square feet (Type IA) + 10,000 square feet
(Type VA) = 35,000 square feet (3252 m2)
Fire flow per construction type
Type IA at 35,000 square feet= 2,000 gpm (7370 Umin)
Type VA at 35,000 square feet = 3,250 gpm
(12 112 Umin)
Percentage of building
IA= 25,000/35,000 x 100 = 71.4 percent
VA= 10,000/35,000 x 100 = 28.6 percent
Therefore
0.714 (2,000 gpm) + 0.286 (3,250 ~pm) = 2,357.5 =
Approximately 2,350 gpm (8894 Umin)
B105.2 Buildings other than one-and two-family dwell-
ings, Group R-3 and R-4 buildings and ~o~ouses. The
minimum fire-flow and flow duration for buildings other than
one-and two-family dwellings, Group R-3 and R-4 buildings
and townhouses shall be as specified in Tables BI05.2 and
BIOS.1(2).
❖ This section refers all buildings that are not one-and
two-family dwellings to Tables 8105.1(2) and B105.2
for the minimum fire-flow and duration requirements.
Table B 105.1 (2) provides the fire flow and Ta?le
B 105.2 provides the reductions allowed for having
either an NFPA 13 or NFPA 13R automatic sprinkler
system. In such buildings, the reduction is 75 percent
versus the SO-percent reduction allowed for one-and
two-family dwellings in Table 8105.1 (1 ).
The tabular fire flows, based on the 1972 ISO
APPENDIX B-5
APPENDIXB
guide, are extremely high and it is doubtful that many
water supply systems and fire departments can
develop them. Also, it should be noted that the cur-
rent ISO guide on this topic for sprinklered buildings
requires providing only the calculated sprinkler
demand plus hose stream allowances, calling the
continued validity of this appendix into question. The
updated ISO publication, Guide for the Determination
of Needed Fire Flows, as with its predecessor, is a
tool for the development of fire insurance ratings and
is not intended to be used for legislating an individual
sprinklered building's fire flow. That document states,
"ISO does not determine a needed fire flow for build-
ings rated and coded by ISO as protected by an auto-
matic sprinkler system meeting applicable National
Fire Protection Association standards."
use of sprinklers. It does not link to any other portions
of the code or the IBC in terms of height and area
requirements and limitations. Therefore, it can be
used in addition to any trade-offs for sprinklers. Keep
in mind that as the area of the building increases so
do the fire-flow requirements. Therefore, even though
a reduction may be given to a building that has
already increased its area based on sprinklers, the
overall fire flow will be larger because of this area
increase.
The allowance for buildings equipped with an auto-
matic sprinkler system is intended to encourage the
The original ISO guide allowed only a 25-percent
reduction for sprinklers. As mentioned in Section
B 105.1, sprinkler technology has changed dramati-
cally since the guidelines were developed in the early
1970s. Also, the ISO guide allowed reduction in fire
flow for buildings with light fire loads that this appen-
dix does not.
TABLE 8105.1(2)
REFERENCE TABLE FOR TABLES 8105.1(1) AND 8105.2
FIRE-FLOW CALCULATION AREA (square feet) FIRE-FLOW FLOW DURATION
Type IA and IB" Type IIA and mA· Type IV and V-A• Type 118 and me• Type v-e• (gallons per minute)0 (hours)
0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500
22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750
30,201-38, 700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000
2
38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250
48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500
59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750
70,901-83, 700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000
83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250
3
97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500
112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750
128,701-145,900 72,401-82, 100 46,401-52,500 33,501-37,900 20,601-23,300 4,000
145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250
164,201-183,400 92,401-103, 100 59,101-66,000 42,701-47,700 26,301-29 ,300 4,500
183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750
203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000
225,201-247,700 126,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250
247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500
271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750
295 ,90 I -Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 4
--115,801-125,500 83,701-90,600 51,501-55,700 6,250
--125,501-135,500 90,601-97 ,900 55,701-60,200 6,500
--135,501-145,800 97,901-106,800 60,201-64,800 6,750
--145,801-156,700 106,801-113,200 64,801-69,600 7,000
--156,701-167,900 113,201-121,300 69,601-74,600 7,250
--167,901-179,400 121,301-129,600 74,601-79,800 7,500
--179,401-191,400 129,601-138,300 79,801-85,100 7,750
--191,401 -Greater 138,301-Greater 85, IO I-Greater 8,000
For SI: 1 square foot= 0.0929 m2, 1 gallon per minute= 3.785 Lim, 1 pound per square inch= 6.895 kPa.
a. Types of construction are based on the International Building Code.
b. Measured at 20 psi residual pressure.
APPENDIX 8-6 2015 INTERNATIONAL FIRE CODE®COMMENTARY
TABLE 105.2. See below.
❖ This table provides allowances for reduc~d fir~ flow
based on the installation of an automatic sprinkler
system. More specifically, the fire flow obtained from
Table B105.1 (2) can be reduced to 25 percent where
an NFPA 13 or NFPA 13R system is installed. The
only major difference in the allowance given for_both
sprinkler systems is the minimum flow permitted.
NFPA 13 systems can have a fire flow as low as
1,000 gpm, whereas an NFPA 13R system will ~llo~
a reduction to a minimum of 1,500 gpm. This Is
related to the relative performance of the type of
sprinkler system. More credit was deemed _nec~ssaiy
for NFPA 13 systems. Note with the reductions in this
table and also Table B 105.1 (1) for one-and two-fam-
ily dwellings, Group R3 and R4 Buildings an~ town-
houses that there is no specific approval required by
the fire official to apply these reductions. In the ~ast,
this approach has led to confusion as to how to differ-
entiate situations where such an allowance was
appropriate and where a lesser reduction was neces-
sary.
B105.3 Water supply for buildings equipped with an auto-
matic sprinkler system. For buildings equipped with an
approved automatic sprinkler system, the water supply shall
be capable of providing the greater of:
1. The automatic sprinkler system demand, including hose
stream allowance.
2. The required fire-flow.
❖ This section clarifies that the fire-flow requiremen~s
are not in addition to the sprinkler demand. What 1s
required is determining which needs a larger water
supply. The greater of the sprinkler demand or the
demand developed in accordance with Appendix B
will be the required fire flow.
SECTION B106
REFERENCED STANDARDS
ICC IBC-15 International Building Code BI04.2,
ICC IFC-15 International Fire Code
ICC IWUIC 15 International Wildland-
-Urban Interface Code
Tables
BI05.1(1) and
B105.2
BI03.3
ICC IRC-15
NFPA 1142-12
APPENDIX B
International Residential Table
Code B105.1(1)
Standard on Water Supplies
for Suburban and Rural Fire B 103.3
Fighting
Bibliography
The following resource materials ":'ere used_ in the
preparation of the commentary for this appendix of the
code.
Davis, L. "Rural Fire Fighting Operations." Fire Service
Information. Iowa State University, February 1984.
Fire Service Hydraulics and Water Supply, 1st ed.
Stillwater, OK: International Fire Service Training
Association Fire Protection Publications, 2005.
Guide for Determination of Needed Fire Flow. Jersey
City, NJ: Insurance Services Office, 2005.
Guide for Determination of Required Fire Flow. New
York: Insurance Services Office, 1972.
IFCI, UFC Code Applications Manual. Whittier, CA:
International Fire Code Institute, 1998.
NFPA 291-10, Fire Flow Testing and Marking of
Hydrants. Quincy, MA: National Fire Protection
Association, 2010.
NFPA 1141-08, Fire Protection Infrastructure for ~and
Development in Suburban and Rural Areas. Quincy,
MA: National Fire Protection Association, 2008.
NFPA 1142-12, Water Supplies for Suburban and Rural
Fire Fighting. Quincy, MA: National Fire Protection
Association, 2011.
Smith, P.D. "What Are the Real Fire Flow
Requirements?" Fire Journal, 1975.
Wenzel, L.J. "Water Supply Requirements for Pub!ic
Supply Systems," Section 10, Chapter 4. N_FPA_ Frre
Protection Handbook, 19th ed. Quincy, MA. National
Fire Protection Association, 2003.
TABLE 8105.2
TWO-FAMILY DWEL '
. -REQUIRED FIRE-FLOW FOR BUILDINGS OTHER THAN ONE-AND
LINGS GROUP R 3 AND R 4 BUILDINGS AND TOWNHOUSES
AUTOMATIC SPRINKLER SYSTEM MINIMUM FIRE-FLOW FLOW DURATION
(hours)
(Design Standard) (gallons per minute)
No automatic sprinkler system Value in Table B105.1(2) Duration in Table B105.1(2)
Section 903.3.1.1 of the International Fire Code 25% of the value in Table Bl05.1(2)" Duration in Table B105.1(2) at the reduced flow rate
Section 903 .3 .1.2 of the International Fire Code 25% of the value in Table B105.1(2/ Duration in Table B 105.1(2) at the reduced flow rate
For SI: I gallon per minute= 3.785 Lim.
a. The reduced fire-flow shall be not less than 1,000 gallons per minute.
b. The reduced fire-flow shall be not less than 1,500 gallons per minute.
2015 INTERNATIONAL FIRE CODE®COMMENTARY
APPENDIX 8-7
I
Appendix 7
Fire Flow Calculations
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
LIFE SAFETY SERVICES
GUIDELINES AND STANDARDS
B.01- Determination of Required Fire Flow
Pages 1 of 3
Revised: 03-04-08, 04-27-16, 07-13-16
LIFE SAFETY SERVICES
GUIDELINE B.01 - Determination of Required Fire Flow
B.01.1 PURPOSE
The purpose of this guideline is to provide assistance to architects, builders and
engineers in determining the adequate fire flow requirements for buildings and
complexes. This guideline is in accordance with the California Fire Code, Appendix B
and Appendix C.
B.01.2 SCOPE
All buildings built within the City of Newport Beach are required to comply with the
California Fire Code Appendix B, Fire Flow Requirements for Buildings and Appendix C,
Fire Hydrant Locations and Distribution.
B.01.3 PROCEDURE
Determine the total square footage of all floor levels:
Line 1 _______________________sq. ft.
Determine the type of Construction:
Line 2 ____________________________
Using Table B105.1, determine the fire flow.
(If the building has full sprinkler system, deduct 50%)
Line 3 _______________________ gpm.
1, 2
Using Table C105.1, use the determined fire flow from line 3 to determine the required
number of fire hydrants required and their spacing:
Line 4 _______Hydrants_______ft. apart.
Existing fire hydrants on public streets within 500‘of the building are allowed to be
considered as available. The aggregate flow from existing hydrants, at no less than 20
pounds residual pressure, may be credited toward the total flow required . Existing
hydrants on adjacent property may not be considered unless the hydrant and main are
owned by a public water company or public utility and the road serving those hydrants is
of appropriate construction and width. An easement for the roadway must be recorded.
Snug Harbor
68,478
VA
2,500
3 450
Clubhouse Building
Note: Two (2) buildings are
proposed, both Type VA, and
both will be fully-sprinklered.
Since both buildings are same
Construction Type, only the
larger building was evaluated.
B.01- Determination of Required Fire Flow
Pages 2 of 3
Revised: 03-04-08, 04-27-16, 07-13-16
LIFE SAFETY SERVICES
New hydrants shall provide a minimum flow of 1250 gpm at 20 pounds residual
pressure.
1. The fire sprinkler demand is permitted to be included within this value as long as
the sprinkler demand does not exceed the minimum required fire flow.
2. Thee minimum fire flow shall not be less than 1500 gpm.
2,375
gpm
Snug Harbor
TA B LE B105.1
MIN IM UM REQU IRED F IRE-FLOW AND FLOW D URATION FOR BU ILDI NGS
FIRE -FLOW CA LCUL ATION A REA (square fee t) FIRE -FLOW FLOW DU RA TION
Type IA and 18° Type II A an d III A" Type IV an d V-A• Type 118 an d 1118° Type v-0• (g allons per min ute)" (hou r s)
0-22 ,700 0-12,700 0-8,200 0-5,900 0-3 ,600 1,500
22 ,70 1-30,200 12 ,701-17 ,000 8201-10,900 5,901-7 ,900 3 601-4 ,800 1,750
30,20 1-38,700 17,001 -21,800 10,90 1-12,900 7,901-9,800 4,801-6 ,200 2,000 0 38,70 1-48 ,300 21,801-24,200 12,90 1-17 400 9 ,801-12,600 6,201-7 ,700 2,250
48 ,3 0 1-59 ,000 24,201 -33,200 17,40 1-21 ,300 12 ,601-15,400 7,701-9,400 I 2,500 .____
59,00 1-70,900 33 ,201-39,700 2 1,3 0 1-25 ,500 15,401-18,400 9,401 -11 ,3 00 2,750
70,90 1-83,700 39,701-47,100 25,50 1-30 , I 00 18,401 -21,800 11 ,3 01 -1 3,400 3,000
83,70 1-97,700 47,101 -54 ,900 30, 10 1-35,200 21,801 -25,900 13,401 -1 5,600 3,250
3
97,701 -1 12 ,700 54 ,901 -63,400 35,20 1-40,600 25,901 -29,300 15,601 -1 8,000 3,500 I 112 ,70 1-128,700 63,401 -72,400 40,60 1-46,400 29 ,301 -33,500 18,001-20,600 3,750
128 ,70 1-145 ,900 72,401 -82, I 00 46,40 1-52 500 33,501 -37,900 20,601 -23 ,300 4,000 I 145 ,90 1-164,200 82 , IO 1-92,400 52 ,50 1-59 , 100 37 ,901-42,700 23,301-26 ,300 4 ,250
164 ,20 1-183,400 92,401 -103 100 59,10 1-66000 42 ,701-47 ,7 00 26,301-29 300 4 ,500
183,40 1-203,700 103 ,101-114,600 I 66,oo t -73 ,3 00 47 ,701-53 ,000 29,301-32,600 4,750 I
203 ,70 1-225 ,200 114 ,601-126,700 73 ,30 1-81 , 100 53 ,001-58 ,600 32,601-36,000 5,000
225 ,20 1-247 , 700 126,701-139,400 81 , 10 1-89 ,200 58 ,601-65 ,400 36,00 1-39 ,600 5,250
247 ,70 1-271 ,200 139,401-152,600 89,20 1-97 700 65,401-70,600 39 60 1-43,400 5,500
27 1,2 0 1-295 ,900 152 ,601 -166 ,500 97 ,7 01-106 ,500 70,601-77,000 43,40 1-47 ,400 5,7 50
295,90 I -Greater 166,50 I-Greater 106 ,50 1-115,800 77,001 -83,700 47 ,401 -51 ,500 6,000 4
--115,80 1-125 ,500 83 ,701 -90,600 51,501 -55,700 6,250
--125,50 1-135,500 90 ,601 -97 ,900 55,701 -60 ,200 6,500
--135,50 1-145 ,8 00 97 ,901 -106,800 60,201 -64,800 6,750
--145,80 1-156,700 106 ,801 -113 ,200 64,801 -69 ,600 7,000
--156 70 1-167,900 113,201 -121 ,3 00 69,60 I -74 ,600 7,250
--167,90 1-179 ,400 121 ,3 01-129 ,600 74,601-79,800 7,500
--179,40 1-191,400 129 ,601-138 ,300 79,801-85 ,100 7,7 50
--19 1,40 1-Greater 138 ,3 0 I -Greater 85, IO I -G reater 8,000
B.01- Determination of Required Fire Flow
Pages 3 of 3
Revised: 03-04-08, 04-27-16, 07-13-16
LIFE SAFETY SERVICES
Snug Harbor
TABLE C105 .1
NUMBER AND DISTRIBUTION OF FIRE HYDRANTS
FIRE -FLOW REQUIREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY
BETWEEN HYDRANTsa.•.• POINT ON STREET OR ROAD (g pm ) OF HYDRANTS (feet ) FRONTAGE TO A HYDRANT"
1.750 or I I 500 250
2.000-2.250 2 450 225
I 2.500 3 450 225 I
3.000 3 400 225
.500-4 .000 4 350 210
4.500-5.000 5 300 180
5.500 6 300 180
6.000 6 250 150
6.500-7 .000 7 250 150
7.500 or more 8 or more• 200 120
For I : I roo1 = 0-1 . mm. I gallon per minute= 3.7 5 Um.
a. Rcdu c by 100 foci for dead -end lreets or road .
b. \ here trccts arc provided with median dividers whi h cannot be cro cd by lire fighters pulling hose lin . or where arterial 1rects arc provided with four or
more 1rarlic Ian and have a trarfi count or more than 30.000 vchi I per day. hydrant pa ing hall average 500 foci on each idc or the 1rcc1 and be
arranged on an alternating basi up lo a lire-now requirement or 7.000 gallon per minute and 400 feel for higher lire-now requirements .
c. \ here new water main arc extended along 1rcc1 where hydrants arc not needed for pro1cc1ion of structures or imilar lire problem . lire hydrant hall be
provided at pa ing not to exceed 1.000 feet to provide for Iran portation hazard .
d. Rcdu c by 50 feet for dead -end trccts or road .
c. One hydrant for each 1.000 gallon per minute or fra lion thereof.