Fresno City Council
December 18, 2025

Temperance, Scalping Plant On Corner of Temperance and North Ave.

West of Jensen and Walnut Avenues
Kearney Boulevard and Marks Avenue
North of Shield and Wilson Avenues
New Facilities Totals
Lift Stations
Lift Station Totals
250 Priority Point Repairs as determined by City of Fresno personnel Point Repairs
New Facilities
P:\213‐0242\_Documents\CostEstimate\213242_Capital Improvement Costs.xls 2 of 3 12/9/2014 Table 8.5
Phase 1 Phase 2 Phase 3 Phase 4
2015‐2020 2021‐2025 2026‐2030 2031‐2035
(in) (in) (ft) ($) ($) ($) ($) ($)
Job No. Description / Limits Rehab,
Replace,
or New
Project Type
Capital Improvement Projects
Wastewater Collection System Master Plan
City of Fresno
Existing
Diameter
New
Diameter
Capital Improvement Phasing
Length Improvement
Cost Existing
Improvements
Future
Improvements
Future Reimbursement Category
User
Benefit
(%)
HPPR‐2 Point Repair Varies Varies Replace Varies 5,800,000 $         $      5,800,000 $         5,800,000 $                         ‐ HPPR‐3 Point Repair Varies Varies Replace Varies 5,800,000 $         $      5,800,000 $         5,800,000 $                         ‐ HPPR‐4 Point Repair Varies Varies Replace Varies 5,800,000 $         $      5,800,000 $         5,800,000 $                         ‐ HPPR‐5 Point Repair Varies Varies Replace Varies 5,777,000 $         $      5,777,000 $         5,777,000 $                         ‐ $     28,977,000 $   28,977,000 $                     ‐ $                  ‐ $                   ‐ $      28,977,000 $                    ‐ R‐1A Rehabilitation Varies Varies Rehab Varies 2,488,000 $         $      2,488,000 $         2,488,000 $                         ‐ R‐1B Rehabilitation Varies Varies Rehab Varies 2,571,000 $         $      2,571,000 $         2,571,000 $                         ‐ R‐1C Rehabilitation Varies Varies Rehab Varies 2,631,000 $         $      2,631,000 $         2,631,000 $                         ‐ R‐2 Rehabilitation 2006 Master Plan Project RS03A 24 24 Rehab 3,118 $        1,126,000 $      1,126,000 $         1,126,000 $                         ‐ R‐3 Rehabilitation 2006 Master Plan Project RS06B 15 15 Rehab 300 $              92,000 $           92,000 $               92,000 $                         ‐ R‐4 Rehabilitation 2006 Master Plan Project RL02 48 48 Rehab 2,644 $        2,101,000 $      2,101,000 $         2,101,000 $                         ‐ R‐5 Rehabilitation 2006 Master Plan Project RL11 54 54 Rehab 3,992 $        3,561,000 $      3,561,000 $         3,561,000 $                         ‐ $     14,570,000 $   14,570,000 $                     ‐ $                  ‐ $                   ‐ $      14,570,000 $                    ‐ $   312,316,000 $   46,371,000 $      55,848,000 $      7,167,000 $    202,930,000 $    107,919,860 $    204,396,140 249 Priority Point Repairs as determined by City of Fresno personnel 16 high MOSR segments
18 high MOSR segments
23 high MOSR segments
250 Priority Point Repairs as determined by City of Fresno personnel 250 Priority Point Repairs as determined by City of Fresno personnel 250 Priority Point Repairs as determined by City of Fresno personnel Capitol Improvement Projects Totals
Point Repair Totals
Pipe Rehabilitation Totals
Pipe Rehabilitation
P:\213‐0242\_Documents\CostEstimate\213242_Capital Improvement Costs.xls 3 of 3 12/9/2014 pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX A – GENERAL PLAN LAND USE DESCRIPTIONS
Walls and fences that separate related uses or isolate
neighborhoods;
Over reliance on cul-de-sacs and dead end streets that cut off access within neighborhoods;
Disconnected bike and pedestrian paths;
Wide streets that lack pedestrian support, such as sidewalks, median strips, and a landscaped strip that separates pedestrians from the street;
Street front parking lots that separate pedestrian from commercial operations;
Retail centers that are exclusively auto-oriented;
Transit stops that are not easily accessible from an individual’s starting point and destination; and
Long blocks that discourage walking.

UF-14-b Local Street Connectivity. Design local roadways to connect throughout neighborhoods and large private developments with adjacent major roadways and pathways of existing adjacent development. Create access for pedestrians and bicycles where a local street must dead end or be designed as a cul-de-sac to adjoining uses that provide services, shopping, and connecting pathways for access to the greater community area.

UF-14-c Block Length. Create development standards that provide desired and maximum block lengths in residential, retail, and mixed-use districts in order to enhance walkability.

Commentary: When preparing such standards the City should assess the desirability of varying maximum block length requirements between single family residential, multi-family residential, mixed use, and commercial districts.

3.5 LAND USE
The following sections provide the General Plan’s required land use information with use classifications, maximum densities and intensities on Figure LU-1: Fresno General Plan Land Use Diagram.

The City has reviewed those areas covered by the General Plan that are subject to flooding identified by flood plain mapping prepared by the Federal Emergency Management Agency (FEMA), which can be found at Figure NS-7: Floodplains. The City 3-28 FRESNO GENERAL PLAN
Chapter 3: Urban Form, Land Use, and Design
will annually review those areas covered by the Plan as set out in the Implementation Element.

Land Use Diagram
The Land Use Diagram is the City’s master designation of land uses for Fresno including the City’s SOI. The Land Use Diagram includes the Downtown Planning Area, shown in an inset, and its designations are anticipated to be further refined and implemented through specific and community plans, such as the proposed FCSP and the DNCP. Land use designations for the Downtown Planning Area are generalized to facilitate implementation by providing some flexibility for the detailed plans.

Dual Designations
All new parks, open space, and public facilities (such as school sites) carry dual land use designations, so that if that facility is not needed, private and public development consistent with zoning and development standards may be approved. These dual land use designations are shown in Figure LU-2: Dual Designation.

DECEMBER 2014 3-29
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3-30 FRESNO GENERAL PLAN
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ClintonOlive
Nielsen
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San
City of Fresno
General Plan Land Use
and Circulation Map

RESIDENTIAL
LEGEND

COMMERCIAL

OPEN SPACE

PUBLIC FACILITIES
Public/Quasi-public FacilitySpecial SchoolElementary School Elementary & Middle SchoolElementary, Middle & High School Middle SchoolHigh SchoolCollegeAirportCemeteryChurchCommunity Activity CenterConvalescent HospitalFairgroundsFire StationGovernment OfficesHospitalMedical CenterNeighborhood CenterPG & E SubstationPolice Dressing Station Water Recharge Basin
Main StreetCommunityRecreationGeneralHighway & AutoRegional Regional Business ParkLight IndustrialHeavy Industrial
Downtown Neighborhoods
Urban Neighborhood (16-30 D.U./acre)
Office
Business Park
BUFFER
Buffer
Regional Mixed Use
Waste Water Treatment Facility

BOUNDARIES
Clear ZoneCommercial-RecreationalCommunity ParkFlood Control ProjectGolf CourseLake, PondMulti-UseNeighborhood ParkOutdoor Environmental !ducation "rea Open SpaceParkPonding BasinPonding Basin (Park use)Regional Park Existing Fresno Sphere of InfluenceFresno Planning Boundary Low Density (1-3.5 D.U./acre)Medium Low Density (3.5-6 D.U./acre)Medium Density (5.0-12 D.U./acre)Medium High Density (12-16 D.U./acre)High Density (30-45 D.U./acre)

EMPLOYMENT
Neighborhood Mixed Use

MIXED USE
Corridor/Center Mixed Use
School with Park
Southeast Development Area (SEDA)
A
P
E
C
P C
R
H
G
M
G
M
W
FS
CZFC
SS
BP
PB
FG
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CHNC
PD
GC
OE
MC
WR
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WW
H&A
RBP
E&M
CAC
CMX
NMX
CEM
RMX
PB/P
E/M/H
HOSP
PG&E
CHOSP
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TRINITY
S.R.99

EL DORADO

MCKENZIE

GOLDEN STATE
S.R.180
A
WEBER

GOLDEN STATE
ELM
S.R.180

BROADWAY

BLACKSTONE
FRESNO

VENTURA

TUOLUMNE

VAN NESS
M
P
B

BELMONT
TULARE

STANISLAUS
INYO
ABBY

DIVISADERO

TEILMAN
S.R.99
OLIVE
R. S 14.

R
G

HAZELWOOD
O

RAILROAD
EAST
HUGHES

CALIFORNIA
ORANGE
MARKS

BELMONT
MAPLE
TULARE
BUTLER
THORNE
CHURCH

KINGS CANYON
FIG

VENTURA
FIRST
CEDAR

LOS ANGELES
WALNUT
H
WEST

KEARNEY

HUNTINGTON
0 1 2 0.5
Miles
(Proposed downtown land use and circulation classifications are anticipatedto be further refined through specific and community plans such as the proposed Fulton Corridor Specific Planand the Downtown Neighbohoods Community Plan.) The Downtown Planning Area
Open Conservation
Central Business DistrictCivic Center
Town Center
Neighborhood CenterChinatown District
Cultural Arts District
Corridor General
Neighborhoods
Special DistrictsPublic Facility
South Stadium District
Dual land use designations for public facilities and
open space are shown on a supplemental map.

This map is believed to be an accurate representation
of the City of Fresno GIS data. However, we make
no warranties either expressed or implied for the
correctness of this data.

Circulation Legend
FreewayExpressway Arterial
! ! ! ! ! ! ! ! Scenic Drive
CollectorScenic Collector Scenic Expressway YYYYYYYYYYYY Super ArterialScenic Arterial
0 1 2 3 4 5 0.5
Miles
®
³
Date: 2/29/2016
Resolution Number Date
2014 - 226 18-Dec-142014 - 227 18-Dec-14
Resolution Number Date
2015 - 133 16-Jul-15
2016 - 21 4-Feb-162016 - 23 4-Feb-16

PLAN ADOPTION

PLAN AMMENDMENTS


(

 
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3-32 FRESNO GENERAL PLAN
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Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YY Y Y Y Y Y Y Y Y Y Y Y Y ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !
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Y Y Y Y Y Y Y Y Y Y Y Y
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Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
!
! ! ! ! ! ! ! ! ! !
! ! ! ! ! ! ! ! ! ! ! ! ! ! Whites Bridge
Maple
Brawley
Herndon
Bullard
Shaw
Clovis
er owl F
Temperance
West
Palm
Clovis
Fowler
Temperance
De Wolf
and ghl i H
McCall
Shields
McKinley
Belmont
Chestnut
Peach
American
edar C
Grantland
Hayes
Elm
t as E
Marks
West
Walnut
Cornelia
North
California
Jensen
Central
Ashlan
Grantland
Hayes
Cornelia
Brawley
Marks
Nees
Herndon
Bullard
Shaw
McCall
and ighl H
De Wolf
Shields
McKinley
Belmont
California
Jensen
North
Kings Canyon
Ashlan
Peach
Behymer
Copper
Shepherd
Nees
Blackstone
First
Cedar
Chestnut
Garfield
Bryan
Polk
Blythe
Valentine
Van Ness
Fruit
Maroa
Fresno
Millbrook
Maple
Willow
Dakota
ClintonOlive
Alluvial
Sierra
Barstow
Gettysburg
Nielsen
Kearney
A
Muscat
nnadale
Church
llow Wi
Minnewawa
Malaga
Orange
Bryan
ide s unny S
gn rot s rm A
Locan
Leonard
Thompson
Fig
Cherry
Hughes
Fruit
Polk
Valentine
Blythe
Alluvial
Sierra
Barstow
Perrin
Sunnyside
Armstrong
Locan
Thompson
d ar Leon
Clinton
Olive
Tulare
Butler
Church
Annadale
Dakota
Gettysburg
Minnewawa
International
Teague
Gould Canal / Redbank Creek
Litt el Dry Creek

DOWNTOWN

PLANNING
AREA
i R ev r
aoJ uq ni
San
C
G
IL
CMS
CMS
CMS
NMX
NMX
BP
BP
CMX
NMX
CMX
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RBP
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IH
Fresno
International
Airport
California
State University
Fresno
Fresno - Clovis
Regional Wastewater
Reclamation Facility
City of Fresno
Development and Resource Management
Planning Division
Note: All planned land uses for future parks, open space, ponding basins, schools (e.g. special, elementary, middle, high, and colleges) and schools with parks carry dual planned land use designations so that if that facility isnot needed private and public development consistent with zoning anddevelopment standards may be approved. This map shows the additionalland use designations.

Source: City of Fresno, DARM Dept., Planned Land Use, 2015.

Circulation Legend
FreewayExpressway Arterial
! ! ! ! ! ! ! ! Scenic Drive
CollectorScenic Collector Scenic Expressway
Ramp

YYYYYYYYYYYY
Super ArterialScenic Arterial
´
Date: 1/4/2016
0 2 4 6 1
Miles
Figure LU - 2:Dual Designation DiagramResidential
Low Desnisty (1-3.5 D. U./Acre)Medium Low Desnisty (3.5-6 D. U./Acre)Medium Desnisty (5-12 D. U./Acre)Medium High Desnisty (12-16 D. U./Acre)Urban Neighborhood (16-30 D. U./Acre)High Density (30-45 D. U./Acre) Commercial
CommunityMain StreetGeneral
Employment
OfficeBusiness ParkRegional Business ParkLight IndustrialHeavy Industrial Mixed Use
Corridor/Center Mixed UseRegional Mixed UseNeighborhood Mixed Use C
M
G
BP
CMXNMX
Boundaries
Fresno Planning BoundaryExisting Sphere of InfluenceCity LimitDowntown NeighborhoodsSoutheast Development Area (SEDA) RBP
RMX


(

 
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3-34 FRESNO GENERAL PLAN
Chapter 3: Urban Form, Land Use, and Design
Density and Intensity
The General Plan calculates density on net acreage, defined as the land area of a lot remaining after dedication of all areas for major streets, schools, regional trails, certified wetlands or floodplains, and land underneath electric transmission lines. For residential uses, the density and intensity standards are expressed as the number of housing units per net acre. For non-residential uses, a measure known as Floor Area Ratio (FAR) is specified. FAR is defined as the permitted ratio of gross floor area to site area. It is a measure of building bulk that controls both visual prominence and traffic generation, as shown in the diagram below.

The citywide density and intensity standards, established in Table 3-1, are intended to establish minimum and maximum densities per net acre allowed in each General Plan land use category, exclusive of the Downtown Planning Area. Minimum and maximum densities, intensities, and required land use mixes will be more precisely defined within the Development Code for purposes of determining the consistency of a proposed zone district and a property development entitlement with an applicable land use designation.

Minimum lot/parcel sizes (and corresponding lot frontage minimums and other lot design requirements) will be defined in the Development Code for each zone district.

The Development Code will also provide procedures and criteria for preparing and implementing “planned development” for a given area to allow for limited reconfiguration of the planned land uses for that area and variations from base zoning district development standard, while maintaining the equivalent densities, intensities and mix of uses. Finally, the General Plan land use designation may provide overlap in the defined densities, intensities and land uses described for various land uses.

DECEMBER 2014 3-35
TABLE 3-1: CITYWIDE STANDARDS FOR DENSITY AND

DEVELOPMENT INTENSITY
Land Use
Minimum to Maximum
Residential Density
(du/net acre)1,2,3
Maximum Floor
Area Ratio
Buffer Max = 0.05 (1 unit per 20 net
acres)
-
Residential
Low Density Min = 1 unit per 5 acres
Max = 3.5 units per acre
-
Medium Low Density Min = 3.5 units per acre
Max = 6 units per acre
-
Medium Density Min = 5 units per acre
Max = 12 units per acre
-
Medium High Density Min = 12 units per acre
Max = 16 units per acre
-
Urban Neighborhood
Density
Min = 16 units per acre
Max = 30 units per acre
-
High Density Min = 30 units per acre
Max = 45 units per acre
-
Commercial
Main Street 1.0
Community 1.0
Recreation 0.5
General 2.0
Highway & Auto 0.75
Regional 1.0
Mixed-Use
Neighborhood Mixed-Use Min = 12 units per acre
Max = 16 units per acre

1.5 Corridor/Center MixedUseMin = 16 units per acre
Max = 30 units per acre

1.5 Regional Mixed-Use Min = 30 units per acre
Max = 45 units per acre

2.0 Employment
Office - 2.0
Business Park - 1.0
Regional Business Park - 1.0
Light Industrial - 1.5
Heavy Industrial - 1.5

1. Based on Net Acreage.

2. Residential density refers to the ratio of residential dwelling units per acre (43,560 square feet) of land which is calculated by dividing the number of existing or proposed residential dwelling units by the land area of the property designated for, or proposed for development with, a residential use. The residential land area includes property upon which the residential and ancillary structures are located, together with yards and other private or common open spaces, and includes vehicle access drives and parking areas together with public and private roadways. The residential land area does not include major streets or State Routes designated by Figure MT-1: General Plan Circulation Diagram, and does not include schools or regional trails.

3. Additional density may be allowed for affordable housing or provision of community benefits (pursuant to California Government Code Sections 65915 – 65918, as may be amended).

Table 3-2 provides density and intensity standards specific to the Downtown Planning Area.
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TABLE 3-2: DOWNTOWN PLANNING AREA STANDARDS FOR

DENSITY AND DEVELOPMENT INTENSITY
Land Use
Maximum Residential Density
(du/net acre)1,2
Maximum Floor
Area Ratio
Central Business District
(CBD) 60 units per acre3 7.5
Civic Center - 5.0
Town Center 45 units per acre 4.0
Neighborhood Center 30 units per acre 2.0
Chinatown District 45 units per acre 3.0
Cultural Arts District
Corridor General 30 units per acre 2.5
Neighborhoods 16 units per acre -
Special Districts4- 2.5
Public Facility - -
Open Conservation - -
South Stadium District 60 units per acre 5.0

1. Based on Net Acreage.

2. Additional density may be allowed for affordable housing or provision of community benefits (pursuant to California Government Code Sections 65915 – 65918, as may be amended).

3. Maximum density in CBD provided for capacity analysis and is considered an average for the district.

Industrial projects may be allowed to exceed this density.

4. Additional FAR may be granted for hospitals and related uses, up to 5.0.

Land Use Classifications
These land use classifications cover the entire Planning Area, with the exception of the Downtown Planning Area. The land use classifications for the Downtown Planning Area are described later in this element.

Residential
Residential land uses provide for a wide range of neighborhoods and housing types.

LOW DENSITY
This designation is intended to provide for large lot residential development. Low Density residential allows one to 3.5 housing units per acre. The resulting land use pattern is large lot residential in nature, such as rural residential, ranchettes, or estate homes.

MEDIUM LOW DENSITY
The Medium Low Density designation is intended to provide for single family detached housing with densities of 3.5 to 6 units per acre.

MEDIUM DENSITY
Medium Density residential covers developments of 5 to 12 units per acre and is intended for areas with predominantly single-family residential development, but can

DECEMBER 2014 3-37
also accommodate a mix of housing types, including small-lot starter homes, zero-lotline developments, duplexes, and townhouses. Much of the City’s established neighborhoods fall within this designation.

MEDIUM HIGH
Medium High Density residential is intended for neighborhoods with a mix of singlefamily residences, townhomes, garden apartments, and multi-family units intended to support a fine-grain, pedestrian scale. This land use accommodates densities from 12 to 16 units per acre overall.

URBAN NEIGHBORHOOD
Urban Neighborhood residential covers densities from 16 to 30 units per acre, which will require multi-family dwellings but still allows for a mix of housing types including single-family houses. This land use is intended to provide for a compact community that includes community facilities and walkable access to parkland and commercial services; it also supports efficient, frequent transit service. Urban Neighborhood is designated for targeted areas with complementary land uses adjacently located.

An example of Fresno’s established residential neighborhoods, with wide streets, sidewalks, and large trees. 3-38 FRESNO GENERAL PLAN
Chapter 3: Urban Form, Land Use, and Design

HIGH DENSITY
High Density residential is intended to accommodate attached homes, two- to fourplexes, and apartment buildings, and it will be supported by walkable access to frequent transit, retail and services, and community facilities such as parks and schools.

High Density allows for 30 to 45 units per acre.

Commercial
Commercial land use designations allow a wide range of retail and service establishments intended to serve local and regional needs.

MAIN STREET
Main Street Commercial encourages a traditional Main Street character with active storefronts, outdoor seating and pedestrian-oriented design. This designation promotes primarily one to two story retail uses. It also preserves small-scale, fine-grain character in neighborhoods where single-family residential and townhomes are predominant. The maximum FAR is 1.0.

COMMUNITY
Community Commercial is intended for commercial development that primarily serves local needs such as convenience shopping and small offices. Many of the city’s current commercial districts fall into this designation. Specific uses allowed include mediumscale retail, office, civic and entertainment uses, supermarkets, drug stores and supporting uses. The maximum FAR is 1.0.

RECREATION
The Recreation designation is intended for areas of private commercial recreation uses, such as bowling alleys and golf driving ranges. The maximum FAR is 0.5.

GENERAL
The General Commercial designation is intended for a range of retail and service uses that are not appropriate in other areas because of higher volumes of vehicle traffic and potential adverse impacts on other uses. Development such as strip malls fall into this designation. Examples of allowable uses include: building materials, storage facilities with active storefronts, equipment rental, wholesale businesses, and specialized retail not normally found in shopping centers. The maximum FAR is 2.0.

DECEMBER 2014 3-39

HIGHWAY & AUTO
The Highway & Auto designation is intended for limited areas near State Route 99 to accommodate uses that depend on or are supported by freeway access but do not generate a large volume of traffic. Hotels, restaurants, and auto malls are typical land uses. The maximum FAR is 0.75.

REGIONAL
The Regional Commercial designation is intended to meet local and regional retail demand, such as large-scale retail, office, civic and entertainment uses; shopping malls, with large format or “big-box” retail allowed; and supporting uses such as gas stations, and hotels. Buildings typically have relatively large footprints. Development and design standards will create a pedestrian orientation within centers and along major corridors.

The maximum FAR is 1.0.

Employment
OFFICE
The Office designation is intended for administrative, financial, business, professional, medical, and public offices. This designation is mainly intended to apply to existing office uses on smaller lots, generally located on arterial roadways. This designation is also considered compatible with existing residential neighborhoods given the smaller level of noise and traffic generated compared to commercial uses. Retail uses would be limited to business services, food services, and convenience goods for those who work in the area. The maximum FAR is 2.0.

BUSINESS PARK
The Business Park designation provides for office/business parks in campus-like settings that are well suited for large offices or multi-tenant buildings. This designation is intended to accommodate and allow for the expansion of small businesses. Given its proximity to residential uses, only limited outdoor storage will be permitted, while adequate landscaping is imperative to minimize the visual impacts. Typical land uses include research and development, laboratories, administrative and general offices, medical offices and clinics, professional offices, prototype manufacturing, testing, repairing, packaging, and printing. No free-standing retail is permitted, except for small uses serving businesses and employees. The maximum FAR is 1.0.

REGIONAL BUSINESS PARK
The Regional Business Park designation is intended for large or campus-like office and technology development that includes office, research and development, manufacturing, and other large-scale, professional uses, with limited and properly screened outdoor storage. Permitted uses include incubator-research facilities, prototype manufacturing, 3-40 FRESNO GENERAL PLAN
Chapter 3: Urban Form, Land Use, and Design
testing, repairing, packaging, and printing, as well as offices and research facilities.

Small-scale retail and service uses serving local employees and visitors are permitted as secondary uses. The maximum FAR is 1.0.

LIGHT INDUSTRIAL
The Light Industrial designation accommodates a diverse range of light industrial uses, including limited manufacturing and processing, research and development, fabrication, utility equipment and service yards, wholesaling, warehousing, and distribution activities. Small-scale retail and ancillary office uses are also permitted. Light Industrial areas may serve as buffers between Heavy Industrial and other land uses and otherwise are generally located in areas with good transportation access, such as along railroads and State Routes. The maximum FAR is 1.5.

HEAVY INDUSTRIAL
The Heavy Industrial designation accommodates the broadest range of industrial uses including manufacturing, assembly, wholesaling, distribution, and storage activities that are essential to the development of a balanced economic base. Small-scale commercial services and ancillary office uses are also permitted. The maximum FAR is 1.5.

Mixed-Use5
Mixed-use designations are based on commercial uses and also require a residential or upper-floor office component.

NEIGHBORHOOD MIXED-USE
This designation allows a minimum of 50 percent residential uses and provides for mixed-use districts of local-serving, pedestrian-oriented commercial development, such as convenience shopping and professional offices in two- to three-story buildings.

Development is expected to include ground-floor neighborhood retails uses and upperlevel housing or offices, with a mix of small lot single family houses, townhomes, and multi-family dwelling units on side streets, in a horizontal or vertical mixed-use orientation. The built form will have a scale and character that is consistent with pedestrian-orientation, to attract and promote a walk-in clientele, with small lots and frequent roadway and pedestrian connections permitting convenient access from residences to commercial space. Automobile-oriented uses are not permitted. 5 The General Plan is long-term in nature, and recognizes the importance of providing for an orderly evolution of existing, legal non-conforming uses during the planning period in a manner that acknowledges their current economic contributions while providing for a transition into conforming uses consistent with applicable land use designations.

DECEMBER 2014 3-41

Residential densities range between 12 and 16 units per acre and the maximum FAR is

1.5. CORRIDOR/CENTER MIXED-USE
The Corridor/Center Mixed-Use designation is higher intensity than Neighborhood Mixed-Use, and is intended to allow for horizontal and vertical mixed-use development in multiple story buildings along key circulation corridors where height and density can be easily accommodated. Ground-floor retail and upper-floor residential or offices are the primary uses, with personal and business services and public and institutional space as supportive uses. Development will facilitate the transformation of existing transportation corridors into vibrant, highly walkable areas with broad, pedestrianfriendly sidewalks, trees, landscaping, and local-serving uses with new buildings that step down in relationship to the scale and character of adjacent neighborhoods. This designation will largely apply along major roadways, at targeted locations between regional Activity Centers. Residential densities range between 16 and 30 units per acre with a minimum 40 percent residential uses, and the maximum FAR is 1.5.

REGIONAL MIXED-USE
The Regional Mixed-Use land use designation is intended to accommodate mixed-use development in urban-scale buildings and retail establishments that serve residents and businesses of the region at large. Medium-scale retail, residential, office, civic and entertainment uses, and shopping malls (with large format or “big-box” retail) are allowed, as are supporting uses such as gas stations and hotels in mixed-use or single use buildings. Design standards will support a pedestrian orientation within centers and along major corridors, with parking on the side or rear in general, but automobileoriented uses also will be accommodated on identified streets and frontages. Residential densities range between 30 and 45 units per acre with a minimum 30 percent residential uses, and the maximum FAR is 2.0.

Open Space
The Open Space designations (Parks and Recreational Facilities; Other Public Open Space) apply to open space areas that are not parks or trails, such as riparian corridors, the clear zone around Fresno-Yosemite International Airport, and the San Joaquin River bottom, which is primarily designated as open space even though it includes a limited number of existing homes.

Public Facilities
This designation applies to public facilities, such as City Hall, county buildings, schools, colleges, the municipal airports, and hospitals. It also includes public facilities, such as fire and police stations, City-operated recycling centers, sewage treatment plants, neighborhood, community and regional parks, recreational centers, and golf courses. 3-42 FRESNO GENERAL PLAN
Chapter 3: Urban Form, Land Use, and Design
Finally, it applies to multi-purpose trails that serve both regional and neighborhood needs.

Buffer
This designation is intended to separate urban uses from long-term agricultural uses in order to preserve long-term viable agricultural areas and intensive farming operations adjoining but outside the Planning Area. The Buffer designation will serve to prevent urban residential and related uses from developing near agricultural operations and infringing on full operation of important farmland. A variety of uses are compatible with the purpose of the Buffer, which will be defined in detail in the Development Code. General categories include environmental habitats; water conveyance, retention and recharge; preservation and preparation of gravel resources for beneficial uses related to permanent water resource facilities; limited agriculture and necessary supportive uses, such as agricultural processing, excluding animal processing or uses that have the potential to create nuisances; and residential uses with 20 acres of land required per residence.

Downtown Land Use Classifications
These land use classifications are specific only to the Downtown Planning Area portion of the Planning Area, as depicted in the inset to Figure LU-1: General Plan Land Use Diagram. It is anticipated the land use classifications may be further refined in community or Specific Plans, such as the proposed DNCP and FCSP. The following are general descriptions of the Land Use classifications within the Downtown Planning Area.

Central Business District
The Central Business District (CBD) is the cultural, civic, shopping, and transit center of Fresno and the region. This designation is applied to areas of the Downtown Planning Area bounded by Stanislaus Street, the Union Pacific tracks, Inyo Street, and the alley between Van Ness Avenue and L Street. New buildings will be at least 2 to 15 stories in height and located at or near the sidewalk. Buildings will be occupied with ground floor commercial, retail, multi-family housing, and office activity to support active streetscapes and walking. Upper floors and the floor area behind storefronts will accommodate a wide variety of office, civic, lodging, housing, or additional commercial uses.

Civic Center
The Civic Center is intended for civic and office uses, including numerous public buildings containing City, County, State, and federal uses. This land use designation is applied to properties currently fronting Mariposa Street, the south side of Fresno Street, and the north side of Tulare Street between Van Ness Avenue and Q Street.

DECEMBER 2014 3-43
New buildings will be block-scale, up to 10 stories in height, and set back from the sidewalk along a continuous build-to line to maintain a formal alignment and arrangement of building frontages. Upper stories will be expressed in volumes that enhance and support the civic presence of buildings along these streets. A full range of civic and office uses, including ground floor retail, are envisioned to support active streetscapes and walking. Upper floors will have office and civic uses.

Chinatown District
The Chinatown District designation is applied to the areas bounded by the Union Pacific Railroad tracks, State Route 99, Stanislaus Street, and Inyo Street. Chinatown’s close proximity to State Route 99 and Downtown Core create the unique opportunity to introduce buildings and uses that serve both the region and the surrounding neighborhoods. F Street is preserved and developed as Chinatown’s “Main Street.” New buildings will be block-scale, up to three stories in height and located at the sidewalk to activate the street with pedestrian-oriented commercial activity. Most upper stories will be expressed in single volumes to enhance the small scale of this urban neighborhood and historic main street. Ground floor uses will include commercial, retail, civic, or office uses to support active streetscapes and walking. Upper floors and the space behind storefronts will have offices, housing, or additional commercial uses.

Cultural Arts District
This designation is applied to the area immediately north of the CBD bounded by Divisadero Street to the north, Van Ness Avenue to the east, Stanislaus Street to the south and Union Pacific railroad tracks to the west. This designation is intended to spur the area’s transformation by encouraging mixed-use buildings comprised primarily of small-scale retail, office, industrial, and multi-family residential uses. New buildings will be block scale, up to five stories tall, and located at or near the sidewalk to generate an active public realm and support walking. Buildings will have ground floor retail, live-work, and uses such as art galleries on key streets.

South Stadium / South Van Ness
This designation is applied to the areas immediately to south of the Central Business District, including the Monterey and Los Angeles Street areas. It is intended for smallscale retail, office, and industrial uses. New buildings will be block-scale, with nonindustrial buildings up to five stories in height, and located at or near the sidewalk to generate an active public realm. Secondary streets and upper floors will have residential and office uses. Industrial buildings may have larger footprints and may be up to two stories tall.
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Town Center
The Town Center designation is applied to nodes at major intersections along major roadway corridors. It is intended for medium-scale retail, housing, office, civic, and entertainment uses that serve several neighborhoods. New buildings will be block-scale, up to five stories in height and located at or near the sidewalk to generate focused and active, commercial activity along corridors. Most upper stories will be expressed in single volumes along the corridor and in multiple volumes with significant setbacks when adjacent to neighborhoods. Ground floor uses will include commercial, retail, and office uses to support active streetscapes and walking. Upper floors and the floor area behind storefronts will have office, civic, residential, or additional commercial uses.

Neighborhood Center
The Neighborhood Center designation is applied to nodes at secondary intersections and along corridors and is comprised of primarily small-scale neighborhood uses such as retail, office, civic, entertainment, and housing. New buildings will be block and house-scale, up to three stories in height, completely compatible in scale with adjacent single-family houses, and located at or near the sidewalk to generate pedestrian activity.

Upper stories will be expressed in volumes compatible with adjacent houses. Buildings will have ground floor commercial, retail, and office uses to support active streetscapes and walking. Upper floors and the floor area behind shop fronts will have office, civic, residential or additional commercial uses.

Neighborhood Centers support surrounding neighborhoods with a mix of uses, including retail, office, civic, housing, and entertainment.

DECEMBER 2014 3-45
Corridor General
This designation is applied to areas fronting on corridors including Belmont Avenue, Kings Canyon Road, Blackstone Avenue, Abby Street, and North Fresno Street. It is intended for moderate intensity housing and neighborhood services, while also accommodating automobile-oriented commercial uses. New buildings will be block-scale and house-scale, up to three stories in height, and located at or near the sidewalk to generate more pedestrian activity. Buildings will vary in size and type, but be compatible in massing and scale with adjacent buildings. Most upper stories will be expressed in single volumes along the corridor and in multiple volumes with significant setbacks when adjacent to neighborhoods. Living rooms, dining rooms, and other formal rooms will face the street. Ground floor uses will include housing, as well as commercial, retail and office uses. Upper floors will be for housing, office, or additional commercial uses.

Neighborhood (General, General Preservation, General Revitalization, Edge)
The Neighborhood designations are applied to areas outside of the Downtown CBD.

These areas include the Lowell neighborhood; much of the southwest and southeast neighborhoods; the L Street area and the Huntington Boulevard area east of Downtown Core; the Jefferson Neighborhood; areas south of Elm and B Streets in southwest; several southeast neighborhoods adjacent to State Route 180; and areas west of State Route 99, including the Jane Addams area. New buildings will be house-scale, up to two stories in height, and some buildings may be up to two and one-half stories. All buildings will set back from the sidewalk to provide a buffer between the sidewalk and the dwellings. Living rooms, dining rooms, and other formal rooms will face and activate the street. Other house-scale buildings are compatible in these neighborhoods when scaled and massed in relation to the predominant single-family houses. Buildings will be occupied with residential uses, limited live/work uses, and home occupation activity.

Special Districts
The Special Districts designation is applied to areas that are best suited for a variety of moderate to intense industrial and manufacturing activity. These areas are comprised primarily of large and varied building sizes with substantial activity from large cargo vehicles. New buildings will be block-scale, up to eighteen stories in height (hospitals), and located with a portion, or all, of their frontage at or near the sidewalk. Ground floor activity will range from industrial and manufacturing uses and outdoor assembly to offices. Included in the Special Districts designation are General Industrial (1 & 2); Fresno Chandler Executive Airport between Kearney Boulevard, and Thorne Avenue and Whitesbridge Road; and Downtown Hospital that includes the hospital campus and 3-46 FRESNO GENERAL PLAN
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surrounding streets with Diana Street / railroad tracks on the west and south, McKenzie Avenue on the north and Fresno Street on the east and south.

Open Conservation
This designation is intended to provide for permanent open spaces, and does not include neighborhood and community parks and recreational center. This applies only to parcels zoned Open Conservation (FMC 12-204) prior to the adoption of the DNCP.

General Plan and Zoning Consistency
Table 3-3 summarizes the proposed zoning districts that will contain detailed development guidelines and regulations for the land uses in the General Plan.

TABLE 3-3: GENERAL PLAN LAND USE DESIGNATIONS AND ZONING

DISTRICTS CONSISTENCY
General Plan Land Use
Designation
Development Code Zoning District
Buffer B Buffer
Residential
Low Density RE Residential Estate
RS-1 Residential Single Family,
Extremely Low Density
RS-2 Residential Single Family, Very
Low Density
RS-3 Residential Single Family, Low
Density
Medium Low Density RS-4 Residential Single Family, Medium Low Density
Medium Density RS-5 Residential Single Family, Medium
Density
Medium High Density RM-MH Mobile Home Park
RM-1 Residential Multi-Family, Medium
High Density
Urban Neighborhood RM-2 Residential Multi-Family, Urban Neighborhood
High Density RM-3 Residential Multi-Family, High
Density
Mixed-Use
Neighborhood NMX Neighborhood Mixed Use
Corridor/Center CMX Corridor/Center Mixed Use
Regional RMX Regional Mixed Use
Commercial
Main Street CMS Commercial - Main Street
Community CC Commercial - Community
Regional CR Commercial - Regional
General CG Commercial - General
Highway and Auto CH Commercial - Highway and Auto
Recreation CRC Commercial - Recreation

DECEMBER 2014 3-47
Employment
Office O Office
Business Park BP Business Park
Regional Business Park RBP Regional Business Park
Light Industrial IL Light Industrial
Heavy Industrial IH Heavy Industrial
Other
Open Space OS Open Space
PR Parks and Recreation
Public Facilities PI Public and Institutional
Downtown Planning Area Anticipated Zoning Districts
Central Business District DTC Downtown Core
DTG Downtown General
Civic Center DTG Downtown General
Town Center DTN Downtown Neighborhood
Chinatown
Cultural Arts
South Stadium
Neighborhood Center NMX Neighborhood Mixed Use
Corridor General
Neighborhoods RS-5 Residential Single Family, Medium
Density
RS-4 Residential Single Family, Medium
Low Density
Special Districts IL Light Industrial
Public Facility PI Public and Institutional
Open Conservation OS Open Space
PR Parks and Recreation
Local Plans
The City has adopted a number of plans that apply to defined areas throughout Fresno.

Under the City’s Local Planning and Procedures Ordinance (LPPO), Specific and Community Plans prevail when inconsistent with the General Plan. As a practical matter, this means full implementation of the General Plan may require certain Specific or Community plans to be either repealed or amended to allow consistency. As part of this process, policies and portions from certain plans have been considered in developing the General Plan, essentially resulting in a consolidation and update of planning documents through this repeal and amendment of plans. See Implementing Policy D-7-a for the list of plans being amended or repealed.

Annexation
As specified by Policy LU-1-g, this General Plan promotes the principle that the SOI not be expanded. The one exception to SOI expansion is to allow for the siting of a 3-48 FRESNO GENERAL PLAN
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maintenance yard proximate to and south of the SOI boundary associated with the California High Speed Train project.

Regional Cooperation
Fresno is part of an eight-county region, each with its own Metropolitan Planning Organization. Collectively, they have approved the San Joaquin Valley Blueprint along with the Smart Growth principles listed below, which have been integrated into the General Plan. The adopted San Joaquin Valley Blueprint 12 Smart Growth principles:

1. Create a range of housing opportunities and choices;

2. Create walkable neighborhoods;

3. Encourage community and stakeholder collaboration;

4. Foster distinctive, attractive communities with a strong sense of place;

5. Make development decisions predictable, fair, and cost-effective;

6. Mix land uses;

7. Preserve open space, farmland, natural beauty, and critical environmental areas;

8. Provide a variety of transportation choices;

9. Strengthen and direct development towards existing communities;

10. Take advantage of compact building design;

11. Enhance the economic vitality of the region; and

12. Support actions that encourage environmental resource management.

The City of Fresno is also partnering with 13 of the other 15 federally defined Urbanized Areas in the San Joaquin Valley as part of the Smart Valley Places network, to plan and implement smart growth, livability, and sustainability through revised land use and transportation systems in the respective cities within all the Urbanized Areas in the eight-county Valley region. The City of Fresno also seeks to develop a regional cooperative planning and development strategy with all the city, county, and special district jurisdictions in Fresno, Madera, Tulare, and Kings counties in order to better achieve increased air quality, lower greenhouse gas emissions, farmland preservation, water and energy conservation, increased regional transportation infrastructure and economic development, and sustainable fiscal resource and mutual quality-of-life goals in the region.

DECEMBER 2014 3-49
pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX B – BASE WASTEWATER FLOW CALIBRATION
Table 1 Base Wastewater Flow Calibration Results
Wastewater Collection System Master Plan Update
City of Fresno
Pipe Avg. Peak Avg. Avg. Avg. Peak Avg. Avg. Avg. Peak Avg. Avg. Avg. Peak Avg. Avg. Avg. Peak Avg. Avg. Avg. Peak Avg. Avg.

Meter Diameter Flow Flow Velocity Level Flow Flow Velocity Level Flow Flow Velocity Level Flow Flow Velocity Level Flow Flow Velocity Level Flow Flow Velocity Level Number (in) (mgd) (mgd) (ft/s) (in) (mgd) (mgd) (ft/s) (in) (%) (%) (%) (%) (mgd) (mgd) (ft/s) (in) (mgd) (mgd) (ft/s) (in) (%) (%) (%) (%) (mgd) (mgd) (%) FR01 45 3.701 5.507 3.36 9.3 3.704 5.212 3.06 10.0 0.1% -5.4% -8.9% 7.1% 3.904 5.939 3.39 9.5 3.927 5.766 3.09 10.2 0.6% -2.9% -8.7% 7.3% 3.759 3.768 0.2% FR02 45 8.049 10.996 3.52 15.9 7.726 10.331 3.59 15.1 -4.0% -6.0% 2.0% -4.5% 8.135 12.465 3.51 15.9 7.777 11.659 3.57 15.1 -4.4% -6.5% 1.7% -4.9% 8.074 7.741 -4.1% FR06 36 4.132 5.207 2.59 14.2 4.131 5.050 2.57 13.6 0.0% -3.0% -0.7% -4.0% 4.089 5.758 2.54 14.2 4.118 5.630 2.56 13.5 0.7% -2.2% 1.1% -4.7% 4.120 4.128 0.2% FR08 48 7.661 9.894 4.59 12.3 7.672 10.070 4.24 13.0 0.2% 1.8% -7.7% 5.9% 7.131 9.883 4.52 11.7 7.336 10.727 4.16 12.6 2.9% 8.5% -7.8% 8.1% 7.509 7.576 0.9% FR09 39 5.025 6.285 3.41 12.8 4.860 6.020 3.23 12.4 -3.3% -4.2% -5.4% -2.8% 4.673 6.466 3.31 12.3 4.556 6.325 3.16 12.0 -2.5% -2.2% -4.5% -2.8% 4.925 4.773 -3.1% FR10 0 1.491 2.750 1.16 10.4 1.464 2.697 1.19 10.3 -1.8% -1.9% 2.3% -1.4% 1.496 3.201 1.11 10.0 1.469 3.103 1.15 10.0 -1.8% -3.1% 3.4% -0.7% 1.492 1.465 -1.8% FR11 66 3.582 5.199 2.23 10.3 3.609 4.851 2.16 10.8 0.8% -6.7% -3.3% 4.3% 3.483 5.471 2.24 10.0 3.665 5.539 2.16 10.7 5.2% 1.2% -3.7% 7.0% 3.554 3.625 2.0% FR12 33 1.578 2.513 1.89 8.6 1.579 2.502 1.93 8.5 0.0% -0.4% 1.9% -1.6% 1.590 2.673 1.84 8.7 1.592 2.671 1.91 8.4 0.1% -0.1% 3.9% -2.9% 1.582 1.582 0.0% FR13 51 8.526 10.118 3.29 15.8 8.329 9.611 3.31 16.2 -2.3% -5.0% 0.6% 2.3% 7.951 10.072 3.24 15.2 7.902 9.556 3.26 15.7 -0.6% -5.1% 0.6% 3.6% 8.362 8.207 -1.9% FR14 36 4.058 4.998 2.40 14.4 4.022 4.819 2.25 14.8 -0.9% -3.6% -6.1% 2.9% 4.017 5.367 2.39 14.3 3.762 4.806 2.21 14.2 -6.3% -10.4% -7.8% -0.1% 4.046 3.948 -2.4% FR15 48 6.194 7.184 2.19 18.2 6.071 6.949 2.25 17.5 -2.0% -3.3% 2.7% -3.5% 5.939 7.337 2.17 17.7 5.850 7.075 2.22 17.2 -1.5% -3.6% 2.5% -3.1% 6.121 6.008 -1.9% FR16 30 3.724 4.692 3.34 11.5 3.702 4.463 3.26 11.5 -0.6% -4.9% -2.5% 0.3% 3.708 5.104 3.32 11.5 3.667 4.664 3.24 11.4 -1.1% -8.6% -2.3% -0.5% 3.720 3.692 -0.7% FR19 66 23.147 27.598 4.52 24.1 23.071 27.048 4.89 22.7 -0.3% -2.0% 8.2% -5.8% 20.907 26.800 4.35 22.8 22.057 28.163 4.81 22.1 5.5% 5.1% 10.6% -3.2% 22.507 22.781 1.2% FR20 66 29.854 34.806 4.60 28.6 26.961 31.643 4.71 26.2 -9.7% -9.1% 2.3% -8.3% 26.650 34.503 4.48 26.6 25.500 31.954 4.62 25.4 -4.3% -7.4% 3.1% -4.6% 28.939 26.544 -8.3% FR21 42 4.403 5.596 2.11 15.3 4.451 5.716 2.11 15.4 1.1% 2.1% 0.0% 0.9% 4.454 6.167 2.10 15.4 4.541 6.199 2.11 15.6 1.9% 0.5% 0.7% 0.7% 4.418 4.477 1.3% FR22 45 7.461 9.611 2.90 17.5 7.471 9.230 2.88 17.5 0.1% -4.0% -0.8% 0.0% 7.615 10.754 2.90 17.6 7.650 10.427 2.88 17.6 0.5% -3.0% -0.5% 0.1% 7.505 7.522 0.2% FR23 27 1.251 1.638 2.08 7.5 1.262 1.521 2.20 7.4 0.9% -7.2% 5.5% -1.5% 0.762 1.032 1.94 5.5 0.827 1.469 1.93 5.9 8.5% 42.4% -0.6% 7.6% 1.111 1.138 2.4% FR24 72 8.120 10.599 2.60 16.1 8.987 11.826 2.63 17.3 10.7% 11.6% 0.9% 7.5% 8.216 11.913 2.61 16.1 9.103 13.093 2.63 17.3 10.8% 9.9% 0.8% 7.5% 8.147 9.021 10.7% FR25 15 0.082 0.121 1.11 2.1 0.082 0.121 1.12 2.1 0.1% 0.1% 1.1% 1.0% 0.079 0.134 1.12 2.0 0.079 0.134 1.10 2.1 0.2% -0.1% -2.0% 3.0% 0.081 0.081 0.1% FR26 0 0.190 0.311 0.92 4.9 0.192 0.308 0.91 5.1 1.4% -1.0% -1.1% 2.6% 0.195 0.321 0.93 5.0 0.198 0.322 0.91 5.1 1.3% 0.4% -1.9% 3.3% 0.191 0.194 1.3% FR27 27 1.900 2.558 1.82 12.1 1.900 2.546 1.86 11.1 0.0% -0.5% 2.6% -8.4% 1.935 2.786 1.86 12.1 1.935 2.783 1.86 11.2 0.0% -0.1% 0.1% -7.4% 1.910 1.910 0.0% Notes:

1. Source: City of Fresno Permanent Flow Monitoring Data

2. Average flow, level, and velocity are calculated from weekday/weekend dry weather flow monitoring data. Maximum flow values are hourly peaks corresponding to either weekend or weekday confitions, as appropriate.

3. Percent Difference = (Modeled - Measured)/Measured*100.

4. Base Wastewater Flow = (5*Weekday Base Wastewater Flow + 2*Weekend Base Wastewater Flow)/7 Modeled
BWF
Percent
Difference
Weekday Base Wastewater Flow Weekend Base Wastewater Flow Base Wastewater Flow(4) Measured Data(1) Modeled Data(2) Percent Error(3) Measured Data(1) Modeled Data(2) Percent Error(3) Measured
BWF
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 3.908 9.7 3.46 4.134 10.7 3.19 0.61
1 2.958 8.5 3.17 3.350 9.6 3.00 0.49
2 2.282 7.5 2.92 2.629 8.5 2.80 0.42
3 1.863 6.9 2.71 2.096 7.6 2.62 0.41
4 1.581 6.4 2.55 1.783 7.0 2.49 0.50
5 1.549 6.3 2.56 1.724 6.9 2.47 0.78
6 1.892 6.9 2.74 2.027 7.5 2.59 1.12
7 2.945 8.4 3.18 2.710 8.7 2.82 1.20
8 4.222 10.0 3.58 3.543 9.9 3.05 1.13
9 4.522 10.3 3.68 4.134 10.7 3.19 1.08
10 4.230 10.0 3.59 4.280 10.9 3.23 1.08
11 4.075 9.9 3.53 4.177 10.7 3.20 1.06
12 4.047 9.9 3.50 4.069 10.6 3.18 1.03
13 3.981 9.8 3.48 3.995 10.5 3.16 1.00
14 3.890 9.7 3.47 3.916 10.4 3.14 1.00
15 3.773 9.6 3.42 3.841 10.3 3.13 1.03
16 3.747 9.5 3.43 3.815 10.2 3.12 1.11
17 3.860 9.6 3.45 3.900 10.4 3.14 1.23
18 4.161 9.9 3.57 4.132 10.7 3.19 1.37
19 4.616 10.4 3.69 4.502 11.1 3.27 1.47
20 5.158 11.1 3.78 4.918 11.6 3.36 1.42
21 5.507 11.6 3.81 5.212 12.0 3.41 1.26
22 5.351 11.4 3.77 5.202 12.0 3.41 1.04
23 4.718 10.6 3.68 4.815 11.5 3.34 0.79
24 3.672 9.4 3.40 4.141 10.7 3.19 0.66
25 3.063 8.6 3.23 3.393 9.7 3.01 0.54
26 2.480 7.8 3.01 2.722 8.7 2.83 0.45
27 2.014 7.1 2.81 2.227 7.9 2.66 0.40
28 1.684 6.5 2.64 1.869 7.2 2.53 0.40
29 1.524 6.3 2.54 1.651 6.8 2.44 0.45
30 1.502 6.2 2.52 1.605 6.7 2.42 0.60
31 1.700 6.6 2.65 1.786 7.1 2.50 0.91
32 2.267 7.5 2.92 2.281 7.9 2.68 1.22
33 3.409 9.0 3.34 3.102 9.3 2.94 1.47
34 4.582 10.4 3.68 4.109 10.6 3.19 1.58
35 5.522 11.6 3.82 5.013 11.8 3.38 1.57
36 5.939 12.1 3.85 5.589 12.4 3.48 1.48
37 5.889 12.1 3.82 5.766 12.6 3.51 1.39
38 5.568 11.7 3.79 5.634 12.5 3.49 1.29
39 5.235 11.2 3.78 5.347 12.1 3.44 1.25
40 4.858 10.8 3.72 5.053 11.8 3.38 1.26
41 4.709 10.6 3.69 4.842 11.6 3.34 1.27
42 4.721 10.6 3.70 4.763 11.5 3.33 1.31
43 4.788 10.7 3.72 4.787 11.5 3.33 1.30
44 4.911 10.8 3.73 4.834 11.5 3.34 1.24
45 4.887 10.8 3.73 4.813 11.5 3.34 1.10
46 4.654 10.5 3.68 4.632 11.3 3.30 0.98
47 4.126 9.9 3.54 4.281 10.9 3.23 0.82
Weekday 3.701 9.3 3.36 3.704 10.0 3.06 0.98
Weekend 3.904 9.5 3.39 3.927 10.2 3.09 1.04
BWF(1) 3.759 9.4 3.37 3.768 10.1 3.07 1.00
Weekday 0.1% 7.1% -8.9%
Weekend 0.6% 7.3% -8.7%
Note:

1. BWF = (5xWeekday Average + 2xWeekend Average)/7
Measured Data Modeled Data Diurnal

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
FLOW MONITORING SITE FR01 BASE WASTEWATER FLOW CALIBRATION Weekday Weekend
Average
% Error

0.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 2.0

4.0 6.0

8.0 10.0

12.0 14.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 9.994 18.0 3.78 9.489 17.0 3.83 0.34
1 8.962 16.8 3.72 8.573 16.1 3.73 0.33
2 7.253 15.3 3.44 7.353 14.9 3.57 0.32
3 5.672 13.5 3.20 5.977 13.4 3.37 0.36
4 4.670 12.3 3.01 4.657 11.8 3.14 0.48
5 3.865 11.2 2.87 3.800 10.6 2.96 0.92
6 3.425 10.6 2.75 3.642 10.4 2.92 1.79
7 3.639 10.8 2.82 4.231 11.2 3.05 1.89
8 4.097 11.5 2.90 5.191 12.4 3.24 1.46
9 5.629 13.4 3.21 6.512 14.0 3.45 1.13
10 8.545 16.3 3.67 8.123 15.7 3.67 1.04
11 10.685 18.6 3.86 9.487 17.0 3.83 1.05
12 10.996 19.1 3.86 10.331 17.8 3.92 1.02
13 10.170 18.2 3.79 10.241 17.8 3.91 0.99
14 9.894 17.9 3.76 9.272 16.8 3.81 0.98
15 9.652 17.6 3.75 8.434 16.0 3.71 1.03
16 9.166 17.1 3.70 8.145 15.7 3.67 1.12
17 8.763 16.8 3.65 8.085 15.6 3.67 1.33
18 8.547 16.5 3.65 8.095 15.6 3.67 1.50
19 8.718 16.6 3.70 8.325 15.9 3.70 1.55
20 9.305 17.1 3.77 8.692 16.3 3.74 1.31
21 9.930 17.7 3.84 9.233 16.8 3.80 1.01
22 10.856 18.8 3.87 9.706 17.2 3.85 0.73
23 10.753 18.8 3.84 9.837 17.4 3.87 0.52
24 8.855 16.6 3.73 9.500 17.1 3.83 0.46
25 8.345 16.0 3.71 8.637 16.2 3.73 0.34
26 7.183 15.1 3.47 7.428 15.0 3.58 0.33
27 5.834 13.7 3.22 6.103 13.5 3.39 0.33
28 5.075 12.6 3.15 4.809 12.0 3.17 0.34
29 4.089 11.5 2.90 3.792 10.6 2.96 0.44
30 3.607 10.8 2.81 3.345 10.0 2.85 0.69
31 3.324 10.4 2.75 3.227 9.8 2.82 1.17
32 3.361 10.5 2.74 3.606 10.3 2.91 1.86
33 3.834 11.1 2.89 4.497 11.6 3.10 1.91
34 5.008 12.6 3.13 5.741 13.1 3.33 1.71
35 7.467 15.2 3.54 7.388 14.9 3.58 1.46
36 10.763 18.6 3.92 9.242 16.8 3.80 1.31
37 12.197 20.3 3.95 10.846 18.3 3.97 1.20
38 12.465 20.6 3.93 11.659 19.1 4.05 1.12
39 12.224 20.5 3.90 11.510 18.9 4.04 1.12
40 11.518 19.8 3.85 10.919 18.4 3.98 1.16
41 10.722 18.8 3.82 10.270 17.8 3.91 1.20
42 10.133 18.2 3.79 9.781 17.3 3.86 1.21
43 9.934 17.9 3.80 9.357 16.9 3.82 1.12
44 9.956 17.9 3.81 9.075 16.6 3.78 0.99
45 9.989 17.8 3.83 8.860 16.4 3.76 0.88
46 9.960 17.9 3.80 8.680 16.2 3.74 0.68
47 9.393 17.1 3.80 8.372 15.9 3.70 0.51
Weekday 8.049 15.9 3.52 7.726 15.1 3.59 1.01
Weekend 8.135 15.9 3.51 7.777 15.1 3.57 0.98
ADWF(1) 8.074 15.9 3.51 7.741 15.1 3.58 1.00
Weekday -4.0% -4.5% 2.0%
Weekend -4.4% -4.9% 1.7%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR02 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 2.0

4.0 6.0

8.0 10.0

12.0 14.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 25.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 2.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 4.250 14.4 2.66 4.429 14.2 2.64 0.71
1 3.507 13.4 2.42 3.873 13.2 2.55 0.60
2 3.020 12.4 2.31 3.300 12.1 2.44 0.55
3 2.551 11.6 2.14 2.807 11.1 2.33 0.51
4 2.294 11.1 2.06 2.458 10.4 2.24 0.51
5 2.105 10.7 1.99 2.264 10.0 2.19 0.67
6 2.097 10.8 1.95 2.312 10.1 2.20 0.99
7 2.672 11.8 2.19 2.705 10.9 2.31 1.21
8 3.894 13.8 2.59 3.399 12.3 2.46 1.27
9 4.787 15.2 2.79 4.167 13.8 2.60 1.22
10 5.159 15.7 2.89 4.774 14.8 2.70 1.18
11 5.038 15.6 2.85 5.012 15.2 2.73 1.20
12 4.849 15.5 2.75 4.971 15.1 2.73 1.15
13 4.946 15.5 2.81 4.896 15.0 2.71 1.11
14 4.781 15.4 2.75 4.813 14.9 2.70 1.06
15 4.673 15.1 2.75 4.736 14.7 2.69 1.06
16 4.490 14.9 2.69 4.618 14.5 2.67 1.11
17 4.454 14.9 2.67 4.546 14.4 2.66 1.16
18 4.601 14.9 2.75 4.578 14.5 2.67 1.18
19 4.799 15.1 2.82 4.699 14.7 2.69 1.27
20 4.890 15.5 2.77 4.874 15.0 2.71 1.26
21 5.207 15.8 2.89 5.024 15.2 2.73 1.19
22 5.197 15.7 2.91 5.050 15.3 2.74 1.02
23 4.906 15.3 2.83 4.849 14.9 2.71 0.82
24 3.842 14.0 2.50 4.428 14.2 2.64 0.70
25 3.508 13.3 2.44 3.867 13.2 2.55 0.61
26 2.983 12.6 2.24 3.292 12.1 2.44 0.55
27 2.576 11.9 2.10 2.804 11.1 2.33 0.49
28 2.316 11.2 2.04 2.463 10.4 2.24 0.49
29 2.083 10.9 1.92 2.235 9.9 2.18 0.51
30 2.044 10.7 1.93 2.138 9.7 2.16 0.64
31 2.095 10.9 1.93 2.216 9.9 2.18 0.85
32 2.562 11.7 2.12 2.552 10.6 2.27 1.13
33 3.380 13.2 2.39 3.171 11.9 2.41 1.37
34 4.454 14.9 2.66 3.991 13.4 2.57 1.44
35 5.432 16.1 2.94 4.806 14.9 2.70 1.42
36 5.758 16.6 3.00 5.386 15.8 2.78 1.35
37 5.745 16.7 2.96 5.630 16.2 2.82 1.31
38 5.496 16.5 2.89 5.588 16.2 2.81 1.24
39 5.374 16.2 2.88 5.414 15.9 2.79 1.20
40 5.077 15.9 2.80 5.207 15.5 2.76 1.17
41 4.921 15.7 2.75 5.032 15.2 2.73 1.20
42 4.791 15.6 2.70 4.914 15.0 2.72 1.21
43 4.911 15.6 2.77 4.889 15.0 2.71 1.18
44 4.965 15.5 2.82 4.894 15.0 2.71 1.13
45 4.876 15.5 2.76 4.840 14.9 2.71 1.02
46 4.664 15.3 2.71 4.680 14.6 2.68 0.91
47 4.274 14.6 2.62 4.390 14.1 2.64 0.82
Weekday 4.132 14.2 2.59 4.131 13.6 2.57 1.00
Weekend 4.089 14.2 2.54 4.118 13.5 2.56 1.00
ADWF(1) 4.120 14.2 2.58 4.128 13.6 2.57 1.00
Weekday 0.0% -4.0% -0.7%
Weekend 0.7% -4.7% 1.1%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR06 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 7.854 12.5 4.68 8.322 13.7 4.37 0.23
1 6.447 11.6 4.25 6.911 12.4 4.15 0.15
2 5.604 10.9 4.03 5.519 11.1 3.88 0.27
3 5.106 10.5 3.91 4.546 10.1 3.67 0.37
4 4.567 9.8 3.78 4.130 9.6 3.57 0.48
5 4.376 9.7 3.70 4.085 9.6 3.56 0.63
6 4.494 9.8 3.73 4.347 9.9 3.62 0.97
7 5.296 10.6 3.97 5.108 10.7 3.80 1.25
8 6.277 11.5 4.22 6.265 11.8 4.03 1.50
9 7.532 12.2 4.62 7.620 13.1 4.26 1.56
10 8.531 12.9 4.85 8.817 14.1 4.44 1.39
11 9.041 13.2 4.95 9.485 14.6 4.54 1.19
12 9.030 13.3 4.94 9.414 14.6 4.53 1.13
13 8.864 13.2 4.89 9.000 14.2 4.47 1.04
14 8.720 13.1 4.87 8.736 14.0 4.43 0.94
15 8.540 13.0 4.81 8.484 13.8 4.40 0.94
16 8.510 13.0 4.81 8.344 13.7 4.38 1.01
17 8.624 13.1 4.81 8.381 13.7 4.38 1.16
18 8.875 13.2 4.89 8.608 13.9 4.42 1.27
19 9.101 13.3 4.94 8.967 14.2 4.47 1.44
20 9.598 13.5 5.11 9.497 14.6 4.54 1.54
21 9.894 13.7 5.20 9.934 15.0 4.60 1.41
22 9.801 13.6 5.18 10.070 15.1 4.62 1.11
23 9.168 13.3 4.98 9.543 14.7 4.55 0.55
24 6.597 11.7 4.32 8.322 13.7 4.37 0.23
25 6.011 11.2 4.17 6.917 12.4 4.15 0.20
26 5.697 10.7 4.19 5.596 11.2 3.90 0.32
27 5.109 10.3 3.97 4.556 10.1 3.67 0.43
28 4.411 9.5 3.83 3.965 9.4 3.53 0.33
29 3.651 8.3 3.74 3.556 8.9 3.42 0.47
30 3.663 8.3 3.76 3.469 8.8 3.39 0.64
31 3.881 8.5 3.85 3.749 9.2 3.47 1.02
32 4.620 9.7 3.91 4.440 10.0 3.65 1.36
33 5.502 10.7 4.10 5.518 11.1 3.88 1.60
34 6.573 11.6 4.35 6.894 12.4 4.14 1.97
35 8.307 12.7 4.83 8.620 13.9 4.42 2.07
36 9.560 13.5 5.13 10.111 15.1 4.62 1.85
37 9.883 13.6 5.23 10.727 15.6 4.70 1.61
38 9.850 13.6 5.20 10.629 15.5 4.69 1.38
39 9.572 13.5 5.09 10.165 15.1 4.63 1.20
40 9.119 13.3 4.96 9.482 14.6 4.54 1.12
41 8.746 13.0 4.89 8.898 14.1 4.46 1.12
42 8.605 13.0 4.85 8.588 13.9 4.41 1.14
43 8.558 13.0 4.83 8.500 13.8 4.40 1.25
44 8.662 13.0 4.88 8.536 13.8 4.40 1.23
45 8.555 12.9 4.84 8.555 13.8 4.41 1.19
46 8.343 12.8 4.79 8.393 13.7 4.38 0.94
47 7.678 12.4 4.63 7.884 13.3 4.31 0.52
Weekday 7.661 12.3 4.59 7.672 13.0 4.24 0.98
Weekend 7.131 11.7 4.52 7.336 12.6 4.16 1.05
ADWF(1) 7.509 12.1 4.57 7.576 12.9 4.22 1.00
Weekday 0.2% 5.9% -7.7%
Weekend 2.9% 8.1% -7.8%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR08 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 2.0

4.0 6.0

8.0 10.0

12.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0

6.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 2.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 4.899 12.9 3.38 5.098 12.9 3.31 0.66
1 3.962 11.5 3.19 4.255 11.7 3.14 0.52
2 3.182 10.3 2.97 3.371 10.4 2.94 0.46
3 2.679 9.5 2.80 2.757 9.4 2.78 0.48
4 2.559 9.2 2.80 2.485 8.9 2.69 0.49
5 2.465 9.1 2.76 2.374 8.7 2.66 0.56
6 2.647 9.4 2.83 2.518 9.0 2.70 0.77
7 3.335 10.5 3.04 3.028 9.8 2.85 1.12
8 4.599 12.4 3.33 3.930 11.2 3.07 1.33
9 5.742 13.9 3.57 5.068 12.8 3.30 1.32
10 6.168 14.2 3.71 5.834 13.8 3.43 1.26
11 6.082 14.1 3.70 5.944 13.9 3.45 1.25
12 6.121 14.2 3.70 5.981 14.0 3.46 1.26
13 6.220 14.3 3.71 6.020 14.0 3.46 1.30
14 6.285 14.4 3.71 6.008 14.0 3.46 1.22
15 6.035 14.2 3.65 5.896 13.9 3.44 1.15
16 5.792 14.0 3.55 5.720 13.7 3.42 1.12
17 5.599 13.8 3.50 5.528 13.4 3.38 1.22
18 5.832 14.0 3.57 5.559 13.5 3.39 1.29
19 6.055 14.2 3.64 5.697 13.6 3.41 1.25
20 6.057 14.0 3.71 5.876 13.9 3.44 1.26
21 6.191 14.2 3.72 5.987 14.0 3.46 1.22
22 6.087 14.1 3.72 5.937 13.9 3.45 1.20
23 6.010 14.0 3.68 5.759 13.7 3.42 0.88
24 4.375 12.1 3.29 5.094 12.9 3.31 0.65
25 3.933 11.5 3.15 4.245 11.7 3.14 0.53
26 3.230 10.4 2.99 3.398 10.4 2.95 0.46
27 2.742 9.7 2.81 2.812 9.5 2.79 0.47
28 2.524 9.3 2.74 2.473 8.9 2.69 0.47
29 2.383 9.0 2.73 2.291 8.6 2.63 0.43
30 2.162 8.6 2.64 2.150 8.3 2.58 0.52
31 2.344 8.9 2.71 2.198 8.4 2.60 0.64
32 2.711 9.6 2.83 2.481 8.9 2.69 0.89
33 3.606 11.1 3.04 3.167 10.1 2.89 1.17
34 4.767 12.7 3.33 4.164 11.6 3.12 1.36
35 5.870 14.0 3.59 5.254 13.1 3.34 1.37
36 6.349 14.5 3.73 5.983 14.0 3.46 1.30
37 6.466 14.7 3.71 6.325 14.4 3.51 1.24
38 6.377 14.6 3.71 6.281 14.4 3.50 1.19
39 6.246 14.3 3.72 6.139 14.2 3.48 1.17
40 6.099 14.2 3.68 5.969 14.0 3.46 1.19
41 6.012 14.1 3.64 5.812 13.8 3.43 1.20
42 5.925 14.1 3.61 5.724 13.7 3.42 1.22
43 5.947 14.0 3.65 5.721 13.7 3.42 1.23
44 5.950 14.1 3.62 5.702 13.6 3.41 1.11
45 5.639 13.8 3.54 5.590 13.5 3.39 1.06
46 5.463 13.5 3.54 5.387 13.2 3.36 0.95
47 5.044 13.0 3.44 4.982 12.7 3.29 0.69
Weekday 5.025 12.8 3.41 4.860 12.4 3.23 1.02
Weekend 4.673 12.3 3.31 4.556 12.0 3.16 0.94
ADWF(1) 4.925 12.6 3.38 4.773 12.3 3.21 1.00
Weekday -3.3% -2.8% -5.4%
Weekend -2.5% -2.8% -4.5%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR09 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0

8.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 1.456 11.1 1.20 1.415 10.7 1.25 0.98
1 0.678 8.8 0.77 0.663 7.3 1.00 0.45
2 0.326 6.9 0.53 0.321 5.1 0.81 0.22
3 0.206 5.9 0.41 0.205 4.1 0.71 0.14
4 0.105 4.8 0.26 0.108 3.0 0.58 0.07
5 0.084 4.2 0.19 0.095 2.9 0.56 0.06
6 0.193 5.3 0.33 0.228 4.3 0.73 0.13
7 0.972 9.6 0.96 0.997 8.9 1.13 0.65
8 2.038 12.2 1.50 2.010 12.8 1.38 1.37
9 2.317 12.7 1.61 2.264 13.7 1.43 1.55
10 2.425 12.8 1.66 2.364 14.0 1.44 1.63
11 2.298 12.7 1.60 2.238 13.6 1.42 1.54
12 2.058 12.3 1.50 2.004 12.8 1.38 1.38
13 1.696 11.6 1.33 1.656 11.6 1.31 1.14
14 1.444 11.1 1.21 1.415 10.7 1.25 0.97
15 1.337 10.8 1.15 1.313 10.3 1.22 0.90
16 1.194 10.5 1.07 1.178 9.7 1.19 0.80
17 1.210 10.6 1.08 1.197 9.8 1.19 0.81
18 1.526 11.3 1.25 1.503 11.0 1.27 1.02
19 1.937 12.1 1.44 1.908 12.5 1.36 1.30
20 2.481 13.0 1.67 2.442 14.2 1.45 1.66
21 2.750 13.4 1.77 2.697 15.0 1.49 1.84
22 2.728 13.4 1.75 2.655 14.9 1.49 1.83
23 2.317 12.8 1.59 2.248 13.6 1.42 1.55
24 1.100 10.4 1.00 1.072 9.3 1.15 0.74
25 0.578 8.5 0.68 0.568 6.7 0.96 0.39
26 0.341 7.3 0.51 0.335 5.2 0.82 0.23
27 0.250 6.5 0.44 0.247 4.5 0.75 0.17
28 0.129 5.4 0.28 0.131 3.3 0.62 0.09
29 0.139 5.5 0.27 0.148 3.5 0.64 0.09
30 0.058 4.2 0.14 0.098 2.9 0.57 0.04
31 0.039 3.9 0.11 0.101 2.9 0.57 0.03
32 0.055 4.2 0.19 0.105 3.0 0.58 0.04
33 0.596 7.5 0.67 0.611 7.0 0.98 0.40
34 1.960 12.0 1.45 1.918 12.5 1.36 1.31
35 2.904 13.6 1.83 2.820 15.4 1.51 1.95
36 3.201 14.1 1.93 3.103 16.2 1.55 2.15
37 3.070 13.9 1.89 2.977 15.9 1.53 2.06
38 2.737 13.4 1.77 2.658 14.9 1.49 1.83
39 2.437 12.9 1.65 2.370 14.0 1.44 1.63
40 2.129 12.4 1.52 2.077 13.0 1.39 1.43
41 2.033 12.2 1.48 1.988 12.7 1.38 1.36
42 2.045 12.3 1.49 2.004 12.8 1.38 1.37
43 2.152 12.4 1.53 2.114 13.2 1.40 1.44
44 2.233 12.6 1.56 2.204 13.5 1.41 1.50
45 2.202 12.5 1.55 2.171 13.3 1.41 1.48
46 2.042 12.2 1.47 1.997 12.8 1.38 1.37
47 1.462 11.2 1.20 1.427 10.7 1.25 0.98
Weekday 1.491 10.4 1.16 1.464 10.3 1.19 1.00
Weekend 1.496 10.0 1.11 1.469 10.0 1.15 1.00
ADWF(1) 1.492 10.3 1.15 1.465 10.2 1.17 1.00
Weekday -1.8% -1.4% 2.3%
Weekend -1.8% -0.7% 3.4%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR10 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 2.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 4.997 13.3 2.21 4.790 12.5 2.37 0.33
1 5.199 13.2 2.30 4.851 12.6 2.38 0.21
2 4.738 12.7 2.23 4.700 12.4 2.36 0.28
3 4.157 11.7 2.20 4.249 11.8 2.29 0.47
4 3.330 10.1 2.17 3.607 10.9 2.18 0.61
5 2.583 8.5 2.15 2.839 9.7 2.03 0.84
6 1.889 7.1 2.08 2.047 8.3 1.84 1.04
7 1.605 6.1 2.17 1.650 7.5 1.73 1.20
8 1.612 6.1 2.23 1.725 7.6 1.75 1.75
9 1.932 6.8 2.27 1.989 8.1 1.83 1.60
10 2.244 7.6 2.23 2.394 8.9 1.93 1.12
11 2.578 8.2 2.27 2.841 9.7 2.03 0.98
12 3.920 10.8 2.34 3.292 10.4 2.13 0.87
13 4.496 11.9 2.33 4.106 11.6 2.27 0.81
14 4.410 12.0 2.24 4.683 12.3 2.36 0.79
15 4.374 11.9 2.27 4.516 12.1 2.33 0.88
16 4.195 11.6 2.25 4.275 11.8 2.30 1.08
17 3.937 11.2 2.23 4.028 11.5 2.26 1.31
18 3.625 10.5 2.26 3.802 11.1 2.22 1.50
19 3.477 10.3 2.22 3.664 10.9 2.19 1.86
20 3.634 10.6 2.23 3.744 11.1 2.21 1.72
21 3.926 11.0 2.26 4.023 11.5 2.26 1.60
22 4.181 11.7 2.23 4.271 11.8 2.30 1.10
23 4.929 12.8 2.28 4.536 12.2 2.34 0.70
24 4.149 11.6 2.23 4.790 12.5 2.37 0.09
25 4.037 11.4 2.21 4.846 12.6 2.38 0.16
26 3.904 10.9 2.28 4.623 12.3 2.35 0.46
27 3.362 10.0 2.25 4.129 11.6 2.27 0.49
28 2.897 9.1 2.21 3.556 10.8 2.17 0.42
29 2.396 8.1 2.15 2.691 9.4 2.00 0.50
30 1.944 7.0 2.17 1.703 7.6 1.75 0.68
31 1.576 6.1 2.14 1.453 7.0 1.66 1.06
32 1.275 5.2 2.18 1.457 7.0 1.67 1.21
33 1.341 5.3 2.22 1.596 7.3 1.71 1.37
34 1.611 5.9 2.30 1.846 7.9 1.79 2.04
35 2.327 7.7 2.25 2.228 8.6 1.89 2.28
36 2.581 8.2 2.27 2.773 9.6 2.02 1.65
37 2.907 9.0 2.25 3.383 10.5 2.14 1.19
38 4.270 11.4 2.33 3.810 11.2 2.22 0.73
39 5.432 13.4 2.37 4.557 12.2 2.34 0.72
40 5.471 13.9 2.26 5.428 13.3 2.46 0.94
41 5.366 13.6 2.28 5.539 13.4 2.48 0.98
42 4.673 13.0 2.14 5.207 13.0 2.43 1.24
43 4.472 12.4 2.18 4.803 12.5 2.38 1.04
44 4.558 12.1 2.30 4.534 12.1 2.34 1.26
45 4.345 12.0 2.21 4.403 12.0 2.32 0.97
46 4.574 12.1 2.29 4.317 11.9 2.30 0.65
47 4.129 11.6 2.22 4.297 11.8 2.30 0.26
Weekday 3.582 10.3 2.23 3.609 10.8 2.16 1.03
Weekend 3.483 10.0 2.24 3.665 10.7 2.16 0.93
ADWF(1) 3.554 10.2 2.24 3.625 10.8 2.16 1.00
Weekday 0.8% 4.3% -3.3%
Weekend 5.2% 7.0% -3.7%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR11 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 1.0

2.0 3.0

4.0 5.0

6.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 2.0

4.0 6.0

8.0 10.0

12.0 14.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 2.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 1.415 8.2 1.89 1.450 8.3 1.92 0.89
1 1.051 6.9 1.80 1.076 7.1 1.76 0.66
2 0.791 6.0 1.67 0.808 6.2 1.62 0.50
3 0.635 5.4 1.57 0.646 5.6 1.52 0.40
4 0.530 5.0 1.47 0.537 5.1 1.43 0.33
5 0.466 4.7 1.40 0.469 4.8 1.38 0.29
6 0.559 5.1 1.48 0.554 5.1 1.45 0.35
7 1.229 7.5 1.84 1.185 7.5 1.81 0.78
8 2.260 10.8 2.08 2.192 10.2 2.16 1.43
9 2.356 11.1 2.09 2.351 10.6 2.20 1.49
10 1.975 9.9 2.03 2.001 9.8 2.11 1.25
11 1.819 9.5 2.00 1.830 9.3 2.05 1.15
12 1.807 9.4 2.01 1.809 9.3 2.05 1.14
13 1.667 9.0 1.98 1.677 8.9 2.00 1.05
14 1.606 8.8 1.97 1.611 8.7 1.98 1.02
15 1.481 8.4 1.92 1.489 8.4 1.93 0.94
16 1.512 8.5 1.94 1.510 8.5 1.94 0.96
17 1.658 9.0 1.97 1.648 8.8 1.99 1.05
18 1.786 9.4 1.98 1.778 9.2 2.04 1.13
19 2.098 10.3 2.04 2.077 10.0 2.13 1.33
20 2.338 11.1 2.06 2.324 10.6 2.20 1.48
21 2.513 11.6 2.10 2.502 11.0 2.24 1.59
22 2.395 11.2 2.09 2.403 10.7 2.22 1.51
23 1.928 9.9 1.99 1.960 9.7 2.09 1.22
24 1.315 7.9 1.86 1.356 8.0 1.88 0.83
25 1.042 7.0 1.75 1.061 7.1 1.75 0.66
26 0.800 6.1 1.62 0.817 6.2 1.62 0.51
27 0.646 5.5 1.53 0.657 5.6 1.52 0.41
28 0.529 5.0 1.44 0.536 5.1 1.43 0.33
29 0.438 4.6 1.35 0.444 4.6 1.36 0.28
30 0.427 4.6 1.32 0.428 4.5 1.34 0.27
31 0.507 5.0 1.40 0.502 4.9 1.41 0.32
32 0.992 6.8 1.73 0.960 6.7 1.70 0.63
33 1.683 9.0 1.97 1.637 8.8 1.99 1.06
34 2.289 11.0 2.03 2.249 10.4 2.18 1.45
35 2.630 12.1 2.07 2.608 11.2 2.27 1.66
36 2.673 12.2 2.08 2.671 11.4 2.28 1.69
37 2.636 11.9 2.11 2.640 11.3 2.28 1.67
38 2.380 11.3 2.06 2.398 10.7 2.22 1.50
39 2.152 10.5 2.05 2.167 10.2 2.15 1.36
40 1.923 10.0 1.97 1.939 9.6 2.09 1.22
41 1.830 9.7 1.96 1.837 9.3 2.05 1.16
42 1.880 9.8 1.97 1.878 9.5 2.07 1.19
43 1.987 10.0 2.02 1.980 9.7 2.10 1.26
44 1.984 10.1 2.00 1.984 9.7 2.10 1.25
45 1.985 10.0 2.01 1.985 9.7 2.10 1.25
46 1.848 9.6 1.98 1.858 9.4 2.06 1.17
47 1.587 8.8 1.94 1.604 8.7 1.98 1.00
Weekday 1.578 8.6 1.89 1.579 8.5 1.93 1.00
Weekend 1.590 8.7 1.84 1.592 8.4 1.91 1.01
ADWF(1) 1.582 8.6 1.88 1.582 8.5 1.92 1.00
Weekday 0.0% -1.6% 1.9%
Weekend 0.1% -2.9% 3.9%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR12 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 0.5

1.0 1.5

2.0 2.5

3.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 2.0

4.0 6.0

8.0 10.0

12.0 14.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 9.655 16.8 3.46 9.313 17.2 3.43 0.79
1 9.037 16.4 3.36 8.931 16.8 3.39 0.70
2 8.211 15.6 3.28 8.392 16.3 3.33 0.66
3 7.339 14.8 3.12 7.765 15.6 3.26 0.65
4 6.626 14.2 2.98 7.159 15.0 3.18 0.69
5 6.203 13.7 2.94 6.644 14.4 3.12 0.78
6 5.934 13.4 2.91 6.297 14.0 3.07 0.89
7 5.898 13.3 2.91 6.071 13.8 3.04 1.03
8 6.191 13.6 2.98 6.101 13.8 3.04 1.10
9 6.758 14.2 3.04 6.411 14.2 3.09 1.18
10 7.684 15.1 3.20 6.976 14.8 3.16 1.19
11 8.423 15.7 3.31 7.727 15.6 3.25 1.18
12 9.214 16.5 3.40 8.480 16.4 3.34 1.14
13 9.555 16.7 3.46 9.020 16.9 3.40 1.15
14 9.691 16.9 3.46 9.367 17.2 3.43 1.11
15 9.656 16.9 3.44 9.454 17.3 3.44 1.10
16 9.704 17.0 3.43 9.392 17.3 3.44 1.13
17 9.524 16.7 3.43 9.339 17.2 3.43 1.22
18 9.572 16.8 3.43 9.405 17.3 3.44 1.24
19 9.671 16.8 3.46 9.456 17.3 3.44 1.26
20 9.977 17.0 3.51 9.479 17.4 3.45 1.23
21 10.028 17.1 3.53 9.572 17.4 3.45 1.18
22 10.118 17.1 3.54 9.611 17.5 3.46 1.06
23 9.964 17.0 3.51 9.537 17.4 3.45 0.92
24 8.636 15.8 3.35 9.309 17.2 3.43 0.69
25 7.971 15.4 3.23 8.901 16.8 3.39 0.64
26 7.494 15.0 3.15 8.313 16.2 3.32 0.60
27 6.880 14.4 3.04 7.596 15.5 3.24 0.60
28 6.369 13.9 2.97 6.921 14.7 3.15 0.64
29 5.830 13.3 2.89 6.319 14.1 3.07 0.64
30 5.540 13.0 2.84 5.882 13.6 3.01 0.70
31 5.452 12.8 2.85 5.576 13.2 2.96 0.84
32 5.281 12.8 2.77 5.468 13.1 2.95 1.01
33 5.478 12.8 2.87 5.538 13.2 2.96 1.12
34 6.219 13.4 3.06 5.915 13.6 3.01 1.27
35 7.302 14.4 3.24 6.617 14.4 3.11 1.24
36 8.251 15.4 3.35 7.475 15.3 3.22 1.22
37 9.359 16.4 3.46 8.291 16.2 3.32 1.22
38 9.667 16.8 3.48 9.004 16.9 3.40 1.13
39 9.874 16.8 3.54 9.409 17.3 3.44 1.13
40 10.072 16.7 3.63 9.556 17.4 3.45 1.07
41 9.687 16.7 3.51 9.521 17.4 3.45 1.10
42 9.691 16.7 3.51 9.404 17.3 3.44 1.06
43 9.295 16.6 3.40 9.216 17.1 3.42 1.04
44 9.345 16.3 3.48 9.052 16.9 3.40 1.09
45 9.083 16.4 3.37 8.919 16.8 3.39 0.96
46 8.943 16.4 3.33 8.787 16.7 3.37 0.83
47 9.107 16.2 3.44 8.652 16.5 3.36 0.77
Weekday 8.526 15.8 3.29 8.329 16.2 3.31 1.02
Weekend 7.951 15.2 3.24 7.902 15.7 3.26 0.94
ADWF(1) 8.362 15.6 3.28 8.207 16.0 3.30 1.00
Weekday -2.3% 2.3% 0.6%
Weekend -0.6% 3.6% 0.6%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR13 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 2.0

4.0 6.0

8.0 10.0

12.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 4.599 15.8 2.45 4.376 15.6 2.31 0.72
1 4.281 14.9 2.45 4.029 14.9 2.26 0.61
2 3.620 13.6 2.35 3.635 14.1 2.20 0.57
3 3.074 12.3 2.28 3.261 13.3 2.14 0.55
4 2.639 11.3 2.18 2.943 12.6 2.08 0.57
5 2.429 10.8 2.14 2.738 12.1 2.04 0.66
6 2.282 10.5 2.10 2.620 11.8 2.01 0.83
7 2.290 10.5 2.11 2.646 11.9 2.02 0.97
8 2.566 11.1 2.17 2.844 12.3 2.06 1.09
9 3.159 12.4 2.29 3.197 13.1 2.12 1.21
10 3.743 13.8 2.36 3.658 14.1 2.20 1.22
11 4.316 15.1 2.43 4.122 15.1 2.28 1.19
12 4.793 15.9 2.51 4.468 15.8 2.33 1.20
13 4.921 16.3 2.50 4.686 16.2 2.35 1.17
14 4.906 16.2 2.52 4.741 16.3 2.36 1.13
15 4.943 16.2 2.54 4.694 16.2 2.36 1.10
16 4.884 16.2 2.51 4.669 16.2 2.35 1.18
17 4.812 15.9 2.53 4.707 16.2 2.36 1.24
18 4.717 15.9 2.49 4.732 16.3 2.36 1.21
19 4.868 16.1 2.53 4.744 16.3 2.36 1.23
20 4.998 16.3 2.54 4.790 16.4 2.37 1.15
21 4.905 16.2 2.51 4.819 16.4 2.37 1.14
22 4.953 16.2 2.54 4.780 16.4 2.37 1.05
23 4.701 15.8 2.49 4.626 16.1 2.35 0.86
24 4.359 15.1 2.45 4.348 15.5 2.31 0.59
25 3.889 14.1 2.39 3.967 14.7 2.25 0.52
26 3.235 12.8 2.26 3.529 13.8 2.18 0.52
27 2.716 11.6 2.19 3.114 12.9 2.11 0.50
28 2.347 10.6 2.14 2.754 12.1 2.04 0.55
29 2.218 10.2 2.13 2.524 11.6 1.99 0.69
30 2.056 9.8 2.09 2.386 11.2 1.96 0.91
31 2.103 9.8 2.11 2.350 11.2 1.95 1.12
32 2.470 10.8 2.19 2.393 11.3 1.96 1.23
33 3.119 12.3 2.31 2.607 11.8 2.01 1.31
34 3.815 13.8 2.42 2.997 12.7 2.09 1.30
35 4.351 15.0 2.47 3.503 13.8 2.18 1.24
36 4.795 15.9 2.53 3.995 14.8 2.26 1.18
37 4.977 16.3 2.54 4.433 15.7 2.32 1.14
38 4.983 16.3 2.53 4.701 16.2 2.36 1.13
39 4.915 16.3 2.50 4.806 16.4 2.37 1.17
40 4.845 16.1 2.50 4.798 16.4 2.37 1.17
41 4.794 15.9 2.52 4.743 16.3 2.36 1.28
42 4.847 16.1 2.51 4.648 16.1 2.35 1.34
43 4.808 16.2 2.46 4.566 15.9 2.34 1.42
44 5.034 16.5 2.52 4.471 15.8 2.33 1.36
45 5.175 16.9 2.52 4.343 15.5 2.31 1.05
46 5.367 17.1 2.57 4.237 15.3 2.29 0.91
47 5.186 16.9 2.53 4.073 15.0 2.27 0.72
Weekday 4.058 14.4 2.40 4.022 14.8 2.25 0.99
Weekend 4.017 14.3 2.39 3.762 14.2 2.21 1.01
ADWF(1) 4.046 14.4 2.39 3.948 14.6 2.24 1.00
Weekday -0.9% 2.9% -6.1%
Weekend -6.3% -0.1% -7.8%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR14 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 1.0

2.0 3.0

4.0 5.0

6.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 6.069 18.7 2.07 6.112 17.6 2.26 0.84
1 5.461 17.6 2.02 5.580 16.8 2.20 0.75
2 5.022 16.6 2.01 5.077 16.0 2.14 0.68
3 4.608 15.5 2.02 4.679 15.3 2.10 0.67
4 4.286 14.8 2.01 4.407 14.8 2.06 0.69
5 4.275 14.5 2.07 4.304 14.7 2.05 0.71
6 4.484 14.5 2.17 4.409 14.9 2.06 0.86
7 4.660 14.9 2.17 4.716 15.4 2.10 1.05
8 5.485 16.3 2.25 5.228 16.2 2.16 1.04
9 6.460 18.3 2.28 5.847 17.2 2.23 1.09
10 6.555 18.7 2.24 6.392 18.1 2.29 1.13
11 6.882 19.3 2.26 6.701 18.5 2.32 1.13
12 7.020 19.5 2.27 6.752 18.6 2.32 1.12
13 7.087 19.6 2.28 6.902 18.8 2.33 1.12
14 7.048 19.6 2.26 6.949 18.9 2.34 1.15
15 7.059 19.6 2.27 6.937 18.9 2.34 1.13
16 7.070 19.4 2.29 6.871 18.8 2.33 1.18
17 6.968 19.4 2.27 6.904 18.8 2.33 1.17
18 7.184 19.5 2.32 6.937 18.9 2.34 1.20
19 7.051 19.6 2.26 6.935 18.9 2.34 1.20
20 7.141 20.0 2.23 6.928 18.9 2.34 1.24
21 7.004 20.1 2.17 6.853 18.8 2.33 1.17
22 7.070 20.2 2.18 6.744 18.6 2.32 1.04
23 6.707 19.7 2.13 6.538 18.3 2.30 0.92
24 5.742 17.8 2.10 6.108 17.6 2.26 0.82
25 5.344 16.9 2.09 5.568 16.8 2.20 0.75
26 4.951 16.1 2.07 5.063 16.0 2.14 0.69
27 4.621 15.4 2.06 4.668 15.3 2.09 0.62
28 4.365 14.8 2.06 4.390 14.8 2.06 0.61
29 4.111 14.2 2.04 4.205 14.5 2.03 0.61
30 4.117 14.1 2.08 4.139 14.4 2.03 0.70
31 4.184 14.2 2.09 4.255 14.6 2.04 0.82
32 4.735 15.0 2.18 4.599 15.2 2.09 0.98
33 5.358 15.9 2.28 5.122 16.1 2.15 1.07
34 6.201 17.3 2.34 5.788 17.1 2.22 1.19
35 6.685 18.7 2.29 6.393 18.1 2.29 1.20
36 7.129 19.6 2.28 6.695 18.5 2.31 1.23
37 7.214 20.2 2.22 6.973 18.9 2.34 1.19
38 7.337 20.3 2.25 7.075 19.1 2.35 1.15
39 7.168 20.2 2.21 7.027 19.0 2.35 1.09
40 6.916 19.9 2.18 6.822 18.7 2.33 1.11
41 6.651 19.6 2.13 6.698 18.5 2.32 1.14
42 6.734 19.6 2.16 6.634 18.4 2.31 1.14
43 6.844 19.5 2.21 6.625 18.4 2.31 1.14
44 6.785 19.5 2.20 6.622 18.4 2.31 1.11
45 6.694 19.2 2.20 6.507 18.3 2.30 1.06
46 6.468 18.9 2.17 6.327 18.0 2.28 0.97
47 6.194 18.4 2.16 6.091 17.6 2.26 0.90
Weekday 6.194 18.2 2.19 6.071 17.5 2.25 1.01
Weekend 5.939 17.7 2.17 5.850 17.2 2.22 0.97
ADWF(1) 6.121 18.0 2.18 6.008 17.4 2.24 1.00
Weekday -2.0% -3.5% 2.7%
Weekend -1.5% -3.1% 2.5%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR15 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 2.0

4.0 6.0

8.0 10.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 25.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 3.122 10.0 3.37 3.284 10.8 3.18 0.82
1 2.601 8.8 3.33 2.853 10.1 3.06 0.68
2 2.193 7.7 3.43 2.410 9.2 2.91 0.57
3 1.781 6.4 3.60 2.076 8.5 2.79 0.46
4 1.660 6.0 3.67 1.960 8.3 2.75 0.44
5 1.853 6.5 3.68 2.181 8.7 2.83 0.50
6 2.577 8.3 3.59 2.673 9.7 3.00 0.71
7 3.304 10.2 3.48 3.288 10.8 3.18 0.91
8 3.897 11.7 3.38 3.797 11.7 3.31 1.08
9 4.225 12.6 3.32 4.153 12.3 3.39 1.17
10 4.420 13.1 3.30 4.379 12.7 3.43 1.20
11 4.677 13.8 3.27 4.452 12.8 3.45 1.26
12 4.688 13.9 3.24 4.463 12.8 3.45 1.27
13 4.692 14.0 3.23 4.430 12.8 3.45 1.26
14 4.555 13.7 3.23 4.376 12.7 3.43 1.22
15 4.466 13.4 3.25 4.326 12.6 3.42 1.19
16 4.301 13.0 3.24 4.339 12.6 3.43 1.15
17 4.445 13.4 3.24 4.374 12.7 3.43 1.19
18 4.595 13.7 3.23 4.396 12.7 3.44 1.24
19 4.551 13.8 3.19 4.391 12.7 3.44 1.23
20 4.560 13.6 3.25 4.339 12.6 3.43 1.23
21 4.419 13.3 3.25 4.220 12.4 3.40 1.18
22 4.191 12.8 3.24 3.980 12.0 3.35 1.12
23 3.607 11.5 3.22 3.707 11.6 3.28 0.95
24 3.131 10.2 3.28 3.294 10.9 3.18 0.82
25 2.682 9.1 3.29 2.900 10.2 3.07 0.70
26 2.325 8.0 3.39 2.486 9.4 2.94 0.60
27 1.923 6.8 3.54 2.146 8.7 2.82 0.50
28 1.674 6.1 3.63 1.926 8.2 2.73 0.44
29 1.682 6.0 3.68 1.922 8.2 2.73 0.45
30 1.898 6.6 3.67 2.183 8.8 2.83 0.51
31 2.482 8.2 3.54 2.702 9.8 3.01 0.68
32 3.354 10.5 3.39 3.372 11.0 3.20 0.93
33 4.148 12.5 3.29 4.059 12.2 3.37 1.15
34 4.731 14.0 3.24 4.497 12.9 3.46 1.31
35 4.968 14.7 3.21 4.634 13.1 3.49 1.37
36 5.104 15.1 3.19 4.664 13.1 3.49 1.40
37 4.997 14.9 3.18 4.646 13.1 3.49 1.36
38 4.836 14.4 3.20 4.564 13.0 3.47 1.30
39 4.668 14.0 3.20 4.471 12.8 3.45 1.25
40 4.542 13.7 3.21 4.414 12.7 3.44 1.22
41 4.517 13.7 3.20 4.411 12.7 3.44 1.21
42 4.586 13.7 3.24 4.391 12.7 3.44 1.23
43 4.572 13.7 3.23 4.349 12.6 3.43 1.23
44 4.422 13.3 3.23 4.247 12.5 3.41 1.18
45 4.198 12.9 3.22 4.104 12.2 3.38 1.12
46 3.978 12.3 3.26 3.924 11.9 3.34 1.05
47 3.572 11.4 3.23 3.697 11.6 3.28 0.94
Weekday 3.724 11.5 3.34 3.702 11.5 3.26 1.00
Weekend 3.708 11.5 3.32 3.667 11.4 3.24 1.00
ADWF(1) 3.720 11.5 3.34 3.692 11.5 3.26 1.00
Weekday -0.6% 0.3% -2.5%
Weekend -1.1% -0.5% -2.3%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR16 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 1.0

2.0 3.0

4.0 5.0

6.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 26.554 25.6 4.83 26.229 24.4 5.08 1.18
1 25.140 25.0 4.72 24.946 23.8 5.01 1.12
2 22.494 24.0 4.46 23.137 22.8 4.91 1.00
3 19.773 22.6 4.25 20.978 21.7 4.78 0.88
4 18.374 21.9 4.14 18.777 20.5 4.63 0.82
5 17.191 21.4 3.97 16.837 19.3 4.49 0.76
6 15.704 20.6 3.83 15.652 18.6 4.40 0.70
7 15.738 20.6 3.84 15.371 18.5 4.38 0.70
8 15.882 20.7 3.85 15.968 18.8 4.42 0.71
9 18.189 21.9 4.09 17.474 19.7 4.54 0.81
10 21.393 23.5 4.36 19.565 20.9 4.69 0.95
11 24.081 24.7 4.59 21.992 22.2 4.84 1.07
12 25.653 25.3 4.73 24.218 23.4 4.97 1.14
13 25.849 25.4 4.75 25.671 24.1 5.05 1.15
14 26.413 25.5 4.82 26.561 24.6 5.10 1.17
15 26.271 25.5 4.79 26.894 24.7 5.12 1.17
16 26.219 25.5 4.78 26.834 24.7 5.12 1.16
17 25.742 25.5 4.70 26.462 24.5 5.10 1.14
18 25.563 25.2 4.75 26.205 24.4 5.08 1.14
19 25.434 25.1 4.75 26.348 24.5 5.09 1.13
20 26.261 25.5 4.80 26.757 24.7 5.11 1.17
21 27.339 26.0 4.87 26.915 24.7 5.12 1.21
22 26.677 25.8 4.79 27.048 24.8 5.13 1.19
23 27.598 26.0 4.92 26.869 24.7 5.12 1.23
24 23.356 24.2 4.57 26.229 24.4 5.08 1.04
25 22.179 23.8 4.45 24.606 23.6 4.99 0.99
26 19.829 22.7 4.23 22.338 22.4 4.86 0.88
27 17.797 21.5 4.09 20.068 21.2 4.72 0.79
28 17.435 21.5 4.02 17.807 19.9 4.56 0.77
29 14.872 20.0 3.77 15.855 18.7 4.41 0.66
30 13.771 19.1 3.73 14.370 17.8 4.29 0.61
31 12.152 18.0 3.57 13.455 17.2 4.21 0.54
32 11.944 17.6 3.63 13.305 17.1 4.20 0.53
33 12.324 18.0 3.63 14.069 17.6 4.27 0.55
34 15.301 20.0 3.89 15.716 18.7 4.40 0.68
35 18.845 22.2 4.14 18.247 20.2 4.59 0.84
36 22.468 23.7 4.53 21.273 21.8 4.80 1.00
37 24.664 24.8 4.67 24.077 23.3 4.97 1.10
38 26.800 25.6 4.88 26.202 24.4 5.08 1.19
39 26.613 25.6 4.84 27.629 25.1 5.16 1.18
40 26.558 25.6 4.82 28.163 25.4 5.18 1.18
41 25.614 25.1 4.77 28.015 25.3 5.18 1.14
42 25.359 25.0 4.76 27.377 25.0 5.14 1.13
43 25.528 25.2 4.75 26.854 24.7 5.12 1.13
44 24.999 24.9 4.71 26.438 24.5 5.09 1.11
45 24.482 24.9 4.62 26.224 24.4 5.08 1.09
46 24.425 24.8 4.62 25.873 24.2 5.06 1.09
47 24.459 24.6 4.70 25.173 23.9 5.03 1.09
Weekday 23.147 24.1 4.52 23.071 22.7 4.89 1.03
Weekend 20.907 22.8 4.35 22.057 22.1 4.81 0.93
ADWF(1) 22.507 23.8 4.47 22.781 22.5 4.86 1.00
Weekday -0.3% -5.8% 8.2%
Weekend 5.5% -3.2% 10.6%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR19 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 5.0

10.0 15.0

20.0 25.0

30.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 25.0

30.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 34.806 31.5 4.77 31.625 28.7 4.93 1.19
1 34.508 31.5 4.74 31.643 28.7 4.94 1.18
2 34.059 31.3 4.70 30.832 28.3 4.90 1.14
3 33.114 30.5 4.73 29.012 27.4 4.82 1.05
4 30.411 28.8 4.67 26.722 26.2 4.72 0.93
5 26.794 26.7 4.55 24.224 24.8 4.59 0.82
6 23.721 25.0 4.40 21.763 23.4 4.46 0.73
7 21.021 23.7 4.19 19.963 22.4 4.35 0.69
8 19.923 22.8 4.17 18.658 21.6 4.27 0.67
9 19.350 22.7 4.10 18.205 21.3 4.24 0.72
10 20.724 23.2 4.26 19.138 21.9 4.30 0.80
11 23.265 24.7 4.38 21.390 23.2 4.44 0.95
12 27.552 26.9 4.63 24.274 24.8 4.60 1.06
13 30.797 29.0 4.71 27.249 26.4 4.74 1.12
14 32.418 29.8 4.77 29.310 27.5 4.84 1.16
15 33.584 30.8 4.73 30.287 28.0 4.88 1.17
16 33.924 31.1 4.74 30.816 28.3 4.90 1.18
17 34.184 31.1 4.77 30.803 28.3 4.90 1.18
18 34.222 31.2 4.74 30.151 27.9 4.87 1.14
19 33.023 30.6 4.70 29.859 27.8 4.86 1.15
20 33.372 30.7 4.72 29.765 27.8 4.86 1.17
21 33.764 30.6 4.81 29.963 27.9 4.86 1.16
22 33.580 30.9 4.72 30.402 28.1 4.88 1.19
23 34.393 31.1 4.78 31.015 28.4 4.91 1.20
24 31.997 29.5 4.78 31.625 28.7 4.93 1.11
25 31.994 29.3 4.82 31.603 28.7 4.93 1.03
26 29.908 28.3 4.70 30.071 27.9 4.87 0.98
27 28.352 27.4 4.65 28.073 26.9 4.78 0.88
28 25.504 26.2 4.45 25.440 25.5 4.65 0.81
29 23.368 24.9 4.35 22.630 23.9 4.51 0.73
30 21.197 23.7 4.22 20.016 22.4 4.36 0.65
31 18.890 22.3 4.09 18.098 21.3 4.24 0.58
32 16.918 21.1 3.95 16.189 20.1 4.11 0.54
33 15.644 20.3 3.86 14.991 19.3 4.02 0.53
34 15.409 20.1 3.85 15.231 19.4 4.04 0.55
35 15.909 20.2 3.94 16.616 20.3 4.14 0.64
36 18.412 21.7 4.13 19.062 21.8 4.30 0.78
37 22.476 24.2 4.36 22.141 23.6 4.48 0.99
38 28.577 27.1 4.76 25.657 25.6 4.67 1.08
39 31.231 28.9 4.79 29.048 27.4 4.82 1.10
40 31.945 29.6 4.75 30.978 28.4 4.91 1.14
41 33.095 30.5 4.74 31.547 28.7 4.93 1.19
42 34.503 31.3 4.77 31.954 28.9 4.95 1.16
43 33.711 30.9 4.73 31.826 28.8 4.94 1.16
44 33.451 30.6 4.75 30.956 28.4 4.91 1.13
45 32.656 30.2 4.72 30.112 27.9 4.87 1.13
46 32.661 29.9 4.76 29.330 27.5 4.84 1.10
47 31.803 29.7 4.69 28.816 27.3 4.81 1.11
Weekday 29.854 28.6 4.60 26.961 26.2 4.71 1.03
Weekend 26.650 26.6 4.48 25.500 25.4 4.62 0.92
ADWF(1) 28.939 28.0 4.57 26.544 26.0 4.69 1.00
Weekday -9.7% -8.3% 2.3%
Weekend -4.3% -4.6% 3.1%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR20 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 5.0

10.0 15.0

20.0 25.0

30.0 35.0

40.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 25.0

30.0 35.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 4.083 14.7 2.10 4.012 14.7 2.07 0.53
1 3.514 13.5 2.02 3.392 13.5 1.97 0.48
2 2.936 12.4 1.90 2.794 12.2 1.87 0.46
3 2.545 11.6 1.80 2.387 11.2 1.79 0.53
4 2.330 11.1 1.76 2.196 10.8 1.74 0.76
5 2.229 11.0 1.71 2.312 11.1 1.77 0.88
6 2.463 11.5 1.78 2.743 12.1 1.86 1.04
7 3.317 12.8 2.02 3.266 13.2 1.95 1.15
8 3.815 13.8 2.13 3.895 14.5 2.05 1.22
9 4.455 15.2 2.20 4.458 15.6 2.13 1.30
10 4.926 16.1 2.23 4.893 16.4 2.18 1.29
11 5.194 16.9 2.22 5.257 17.0 2.23 1.27
12 5.539 17.5 2.26 5.456 17.4 2.25 1.24
13 5.596 17.8 2.23 5.672 17.7 2.27 1.20
14 5.526 17.5 2.24 5.716 17.8 2.28 1.19
15 5.402 17.3 2.22 5.665 17.7 2.27 1.25
16 5.294 17.1 2.22 5.632 17.7 2.27 1.25
17 5.272 17.1 2.22 5.649 17.7 2.27 1.24
18 5.500 17.5 2.25 5.631 17.7 2.27 1.18
19 5.484 17.5 2.24 5.573 17.6 2.26 1.12
20 5.448 17.4 2.24 5.452 17.4 2.25 1.00
21 5.246 17.0 2.21 5.284 17.1 2.23 0.89
22 5.012 16.6 2.20 4.957 16.5 2.19 0.76
23 4.544 15.6 2.15 4.537 15.7 2.14 0.62
24 3.984 14.6 2.07 4.014 14.7 2.07 0.57
25 3.557 13.5 2.05 3.411 13.5 1.98 0.49
26 3.066 12.5 1.96 2.860 12.3 1.88 0.47
27 2.700 11.8 1.88 2.443 11.4 1.80 0.48
28 2.374 11.3 1.77 2.224 10.8 1.75 0.64
29 2.256 10.9 1.71 2.208 10.8 1.75 0.77
30 2.250 11.1 1.71 2.466 11.4 1.80 0.96
31 2.816 12.1 1.86 2.902 12.4 1.89 1.16
32 3.319 13.0 2.01 3.554 13.8 2.00 1.34
33 4.105 14.4 2.18 4.303 15.3 2.11 1.42
34 4.919 16.1 2.25 5.022 16.6 2.20 1.46
35 5.624 17.6 2.27 5.589 17.6 2.26 1.39
36 6.011 18.5 2.28 5.953 18.2 2.30 1.31
37 6.167 18.9 2.27 6.112 18.5 2.32 1.27
38 5.940 18.7 2.23 6.199 18.6 2.33 1.30
39 5.675 18.2 2.19 6.123 18.5 2.32 1.24
40 5.534 18.0 2.21 6.033 18.4 2.31 1.24
41 5.641 17.8 2.26 5.883 18.1 2.29 1.24
42 5.414 17.8 2.16 5.794 18.0 2.28 1.17
43 5.431 17.6 2.19 5.677 17.7 2.27 1.11
44 5.442 17.4 2.24 5.484 17.4 2.25 1.02
45 5.169 17.0 2.20 5.269 17.0 2.23 0.87
46 4.952 16.4 2.20 4.971 16.5 2.19 0.77
47 4.563 15.6 2.19 4.483 15.6 2.13 0.65
Weekday 4.403 15.3 2.11 4.451 15.4 2.11 0.99
Weekend 4.454 15.4 2.10 4.541 15.6 2.11 1.01
ADWF(1) 4.418 15.3 2.10 4.477 15.5 2.11 1.00
Weekday 1.1% 0.9% 0.0%
Weekend 1.9% 0.7% 0.7%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR21 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 25.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 7.998 18.3 2.98 7.734 17.9 2.92 0.24
1 6.717 16.8 2.79 6.812 16.7 2.83 0.26
2 5.552 15.4 2.60 5.903 15.5 2.72 0.31
3 4.752 14.2 2.50 5.115 14.4 2.61 0.42
4 4.235 13.2 2.46 4.540 13.5 2.52 0.69
5 3.902 12.7 2.40 4.293 13.1 2.48 1.07
6 3.939 12.7 2.41 4.503 13.4 2.52 1.37
7 4.632 13.7 2.55 5.112 14.4 2.61 1.60
8 5.863 15.4 2.76 5.987 15.6 2.73 1.47
9 7.159 17.1 2.91 6.941 16.9 2.84 1.26
10 8.638 19.0 3.07 7.851 18.0 2.94 1.15
11 9.026 19.6 3.07 8.489 18.8 3.00 1.13
12 8.983 19.4 3.10 8.895 19.3 3.04 1.12
13 8.886 19.2 3.11 9.010 19.5 3.05 1.06
14 8.770 19.1 3.08 8.826 19.2 3.03 1.03
15 8.671 19.0 3.07 8.621 19.0 3.01 1.17
16 8.391 18.8 3.01 8.525 18.9 3.00 1.28
17 8.209 18.5 3.00 8.558 18.9 3.00 1.41
18 8.568 18.8 3.08 8.728 19.1 3.02 1.46
19 8.825 19.1 3.10 8.932 19.4 3.04 1.39
20 9.330 19.8 3.13 9.175 19.7 3.06 1.16
21 9.611 20.1 3.16 9.230 19.7 3.07 0.86
22 9.521 19.9 3.17 9.024 19.5 3.05 0.53
23 8.892 19.3 3.08 8.491 18.8 3.00 0.30
24 7.268 17.5 2.87 7.740 17.9 2.92 0.35
25 6.599 16.6 2.81 6.877 16.8 2.83 0.31
26 5.723 15.5 2.66 6.017 15.6 2.73 0.30
27 5.125 14.5 2.62 5.258 14.6 2.63 0.36
28 4.388 13.5 2.46 4.593 13.6 2.53 0.46
29 3.886 12.8 2.35 4.154 12.9 2.46 0.64
30 3.755 12.6 2.34 4.038 12.7 2.44 1.00
31 3.876 12.6 2.40 4.299 13.1 2.48 1.42
32 4.333 13.3 2.49 4.939 14.1 2.58 1.83
33 5.546 15.0 2.69 5.984 15.6 2.73 1.88
34 7.207 17.1 2.93 7.240 17.3 2.87 1.80
35 9.146 19.5 3.13 8.509 18.9 3.00 1.54
36 10.149 20.8 3.19 9.490 20.0 3.09 1.46
37 10.754 21.5 3.25 10.178 20.9 3.14 1.27
38 10.529 21.4 3.20 10.427 21.1 3.16 1.22
39 10.540 21.1 3.25 10.379 21.1 3.16 1.24
40 9.876 20.5 3.17 10.070 20.7 3.14 1.27
41 9.545 20.2 3.13 9.767 20.4 3.11 1.32
42 9.413 19.8 3.16 9.545 20.1 3.09 1.32
43 9.313 19.8 3.13 9.406 19.9 3.08 1.24
44 9.381 19.8 3.14 9.291 19.8 3.07 0.93
45 9.319 19.7 3.15 9.022 19.5 3.05 0.64
46 9.074 19.4 3.13 8.544 18.9 3.00 0.49
47 8.010 18.4 2.96 7.821 18.0 2.93 0.35
Weekday 7.461 17.5 2.90 7.471 17.5 2.88 0.99
Weekend 7.615 17.6 2.90 7.650 17.6 2.88 1.03
ADWF(1) 7.505 17.5 2.90 7.522 17.5 2.88 1.00
Weekday 0.1% 0.0% -0.8%
Weekend 0.5% 0.1% -0.5%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR22 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 2.0

4.0 6.0

8.0 10.0

12.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 25.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 1.148 7.1 2.03 1.465 8.0 2.30 0.49
1 0.996 6.5 1.96 1.171 7.1 2.15 0.58
2 0.893 6.2 1.92 1.056 6.8 2.09 0.65
3 0.858 6.1 1.94 1.026 6.7 2.07 0.72
4 0.864 6.1 1.95 0.999 6.6 2.06 0.97
5 0.880 6.2 1.93 1.024 6.7 2.07 1.27
6 1.028 6.7 2.05 1.142 7.0 2.14 1.48
7 1.199 7.3 2.11 1.206 7.2 2.17 1.47
8 1.396 8.1 2.14 1.242 7.4 2.19 1.34
9 1.327 7.8 2.14 1.227 7.3 2.18 1.14
10 1.189 7.3 2.06 1.264 7.4 2.20 1.09
11 1.167 7.2 2.04 1.172 7.1 2.15 1.08
12 1.192 7.3 2.06 1.113 7.0 2.12 1.04
13 1.262 7.6 2.08 1.147 7.1 2.14 1.01
14 1.306 7.6 2.12 1.174 7.2 2.16 1.03
15 1.357 8.0 2.12 1.253 7.4 2.20 1.08
16 1.426 8.1 2.18 1.338 7.6 2.24 1.10
17 1.454 8.2 2.19 1.419 7.9 2.28 1.20
18 1.474 8.4 2.16 1.483 8.1 2.30 1.02
19 1.553 8.6 2.20 1.474 8.0 2.30 1.13
20 1.529 8.6 2.15 1.449 8.0 2.29 1.03
21 1.638 9.0 2.18 1.521 8.2 2.32 0.79
22 1.602 8.8 2.18 1.448 8.0 2.29 0.79
23 1.288 7.7 2.08 1.478 8.0 2.30 0.65
24 0.866 6.0 1.95 1.469 8.0 2.30 0.57
25 0.907 6.1 1.98 1.175 7.2 2.16 0.72
26 0.564 4.8 1.80 0.758 5.7 1.90 0.56
27 0.445 4.2 1.69 0.647 5.3 1.81 0.55
28 0.520 4.5 1.81 0.544 4.9 1.72 0.61
29 0.458 4.2 1.74 0.523 4.8 1.70 0.59
30 0.401 4.0 1.65 0.518 4.8 1.70 0.57
31 0.448 4.2 1.69 0.487 4.6 1.67 0.91
32 0.541 4.6 1.82 0.567 5.0 1.74 1.33
33 0.683 5.2 1.93 0.774 5.8 1.91 1.50
34 0.844 5.9 2.00 0.930 6.4 2.02 1.36
35 0.996 6.5 2.06 0.950 6.4 2.03 1.26
36 1.011 6.5 2.09 0.910 6.3 2.00 1.46
37 0.953 6.4 2.04 0.956 6.4 2.03 1.40
38 0.984 6.4 2.08 1.017 6.6 2.07 1.30
39 0.873 6.0 2.03 0.967 6.5 2.04 1.24
40 1.032 6.6 2.11 0.943 6.4 2.02 1.36
41 0.903 6.1 2.05 0.957 6.4 2.03 1.08
42 0.812 5.8 2.01 0.939 6.4 2.02 1.08
43 0.829 5.8 2.03 0.835 6.0 1.95 0.87
44 0.765 5.6 1.99 0.776 5.8 1.91 1.04
45 0.744 5.5 1.99 0.745 5.7 1.89 1.02
46 0.764 5.3 2.12 0.764 5.8 1.90 0.88
47 0.949 6.3 2.00 0.698 5.5 1.85 0.40
Weekday 1.251 7.5 2.08 1.262 7.4 2.20 1.01
Weekend 0.762 5.5 1.94 0.827 5.9 1.93 0.99
ADWF(1) 1.111 6.9 2.04 1.138 7.0 2.12 1.00
Weekday 0.9% -1.5% 5.5%
Weekend 8.5% 7.6% -0.6%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR23 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 0.5

1.0 1.5

2.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 2.0

4.0 6.0

8.0 10.0

12.0 14.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 9.962 18.3 2.79 9.529 17.9 2.69 0.54
1 10.176 18.5 2.79 9.673 18.0 2.70 0.55
2 10.381 18.5 2.85 10.041 18.4 2.73 0.61
3 10.599 17.8 2.77 10.424 18.7 2.76 0.68
4 9.775 16.8 2.64 10.537 18.8 2.77 0.98
5 8.583 15.5 2.52 10.273 18.6 2.75 1.19
6 7.285 14.2 2.39 9.469 17.8 2.68 1.28
7 6.080 13.1 2.27 8.397 16.8 2.59 1.20
8 5.139 12.2 2.20 7.237 15.6 2.48 1.18
9 4.504 11.8 2.24 6.154 14.4 2.37 1.15
10 4.360 12.1 2.23 5.399 13.5 2.28 1.12
11 4.511 12.4 2.35 5.181 13.2 2.25 1.11
12 4.945 13.2 2.43 5.619 13.8 2.31 1.10
13 5.571 15.7 2.68 6.512 14.8 2.41 1.12
14 7.958 17.8 2.76 7.740 16.1 2.53 1.22
15 9.709 18.3 2.85 9.306 17.7 2.67 1.25
16 10.407 18.0 2.73 10.700 19.0 2.78 1.27
17 9.803 17.7 2.73 11.660 19.8 2.85 1.30
18 9.576 17.5 2.72 11.826 20.0 2.86 1.20
19 9.356 17.3 2.69 10.982 19.2 2.80 1.05
20 9.093 17.1 2.70 10.107 18.4 2.74 0.89
21 9.006 17.1 2.70 9.769 18.1 2.71 0.75
22 8.995 17.3 2.70 9.661 18.0 2.70 0.63
23 9.098 17.9 2.81 9.501 17.9 2.69 0.55
24 9.394 17.7 2.77 9.529 17.9 2.69 0.51
25 9.700 17.7 2.78 9.673 18.0 2.70 0.48
26 9.699 17.4 2.72 10.041 18.4 2.73 0.49
27 9.309 16.9 2.69 10.419 18.7 2.76 0.57
28 8.780 16.2 2.59 10.516 18.8 2.77 0.69
29 7.983 15.3 2.55 10.220 18.5 2.74 0.96
30 7.232 14.3 2.44 9.412 17.8 2.68 1.24
31 6.290 13.3 2.35 8.308 16.7 2.58 1.37
32 5.458 12.4 2.26 7.121 15.5 2.47 1.45
33 4.729 11.6 2.18 6.038 14.3 2.35 1.46
34 4.171 11.1 2.17 5.245 13.3 2.26 1.44
35 3.896 11.3 2.20 5.007 13.0 2.23 1.36
36 4.021 12.1 2.29 4.980 13.0 2.22 1.29
37 4.637 13.3 2.42 5.348 13.4 2.27 1.25
38 5.618 15.4 2.71 6.163 14.4 2.37 1.15
39 7.805 17.9 2.84 7.314 15.7 2.49 1.19
40 10.093 19.1 2.87 8.820 17.2 2.63 1.19
41 11.185 19.8 2.88 10.574 18.9 2.77 1.14
42 11.784 20.1 2.86 12.187 20.3 2.89 1.08
43 11.913 19.9 2.85 13.093 21.0 2.95 0.98
44 11.711 19.3 2.81 13.069 21.0 2.94 0.89
45 11.090 18.6 2.81 12.490 20.5 2.91 0.77
46 10.506 18.2 2.81 11.755 19.9 2.86 0.67
47 10.177 17.6 2.70 11.158 19.4 2.81 0.58
Weekday 8.120 16.1 2.60 8.987 17.3 2.63 1.00
Weekend 8.216 16.1 2.61 9.103 17.3 2.63 1.01
ADWF(1) 8.147 16.1 2.61 9.021 17.3 2.63 1.00
Weekday 10.7% 7.5% 0.9%
Weekend 10.8% 7.5% 0.8%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR24 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 2.0

4.0 6.0

8.0 10.0

12.0 14.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 25.0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 0.070 2.0 1.08 0.070 2.0 1.09 0.86
1 0.050 1.7 0.97 0.050 1.7 0.99 0.62
2 0.037 1.6 0.85 0.037 1.5 0.90 0.46
3 0.031 1.4 0.80 0.031 1.4 0.86 0.39
4 0.029 1.4 0.75 0.029 1.3 0.83 0.35
5 0.026 1.4 0.67 0.026 1.3 0.81 0.32
6 0.032 1.5 0.74 0.032 1.4 0.86 0.39
7 0.083 2.1 1.15 0.083 2.2 1.15 1.02
8 0.083 2.1 1.16 0.083 2.2 1.15 1.03
9 0.082 2.1 1.17 0.083 2.2 1.15 1.02
10 0.102 2.3 1.25 0.102 2.4 1.22 1.25
11 0.111 2.5 1.28 0.111 2.5 1.25 1.37
12 0.121 2.6 1.32 0.121 2.7 1.28 1.49
13 0.109 2.5 1.24 0.109 2.5 1.25 1.35
14 0.101 2.4 1.22 0.101 2.4 1.22 1.25
15 0.099 2.4 1.20 0.099 2.4 1.21 1.22
16 0.096 2.3 1.23 0.096 2.4 1.20 1.18
17 0.102 2.4 1.24 0.102 2.4 1.22 1.26
18 0.108 2.5 1.25 0.108 2.5 1.24 1.33
19 0.101 2.4 1.22 0.101 2.4 1.22 1.25
20 0.107 2.4 1.25 0.107 2.5 1.24 1.33
21 0.097 2.4 1.20 0.097 2.4 1.20 1.20
22 0.098 2.4 1.22 0.099 2.4 1.21 1.22
23 0.088 2.3 1.15 0.088 2.3 1.17 1.09
24 0.073 2.0 1.13 0.073 2.1 1.10 0.90
25 0.060 1.8 1.06 0.060 1.9 1.04 0.74
26 0.053 1.7 1.01 0.053 1.8 1.00 0.65
27 0.041 1.5 0.92 0.041 1.6 0.93 0.51
28 0.035 1.4 0.85 0.035 1.5 0.88 0.43
29 0.025 1.2 0.78 0.025 1.2 0.80 0.30
30 0.030 1.3 0.79 0.030 1.4 0.85 0.38
31 0.023 1.2 0.72 0.023 1.2 0.78 0.29
32 0.043 1.5 0.93 0.043 1.6 0.94 0.53
33 0.053 1.8 1.00 0.053 1.8 1.01 0.66
34 0.078 2.1 1.17 0.078 2.1 1.13 0.96
35 0.096 2.3 1.25 0.096 2.4 1.20 1.19
36 0.106 2.4 1.27 0.106 2.5 1.23 1.31
37 0.106 2.4 1.28 0.106 2.5 1.23 1.30
38 0.103 2.4 1.26 0.103 2.4 1.23 1.28
39 0.093 2.3 1.22 0.093 2.3 1.19 1.15
40 0.113 2.5 1.33 0.113 2.6 1.26 1.40
41 0.106 2.4 1.29 0.107 2.5 1.24 1.32
42 0.109 2.4 1.28 0.110 2.5 1.25 1.35
43 0.134 2.7 1.38 0.134 2.8 1.32 1.66
44 0.129 2.6 1.37 0.130 2.7 1.31 1.60
45 0.112 2.5 1.31 0.112 2.6 1.26 1.39
46 0.096 2.3 1.26 0.096 2.4 1.20 1.19
47 0.071 2.0 1.13 0.071 2.0 1.09 0.87
Weekday 0.082 2.1 1.11 0.082 2.1 1.12 1.01
Weekend 0.079 2.0 1.12 0.079 2.1 1.10 0.97
ADWF(1) 0.081 2.1 1.11 0.081 2.1 1.12 1.00
Weekday 0.1% 1.0% 1.1%
Weekend 0.2% 3.0% -2.0%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR25 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.00 0.05

0.10 0.15

0.20 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 0.095 3.9 0.66 0.098 3.6 0.77 0.49
1 0.077 3.6 0.59 0.078 3.2 0.72 0.40
2 0.066 3.4 0.54 0.067 3.0 0.69 0.34
3 0.064 3.4 0.53 0.064 2.9 0.68 0.33
4 0.079 3.7 0.60 0.079 3.2 0.72 0.42
5 0.184 4.9 0.93 0.180 4.9 0.91 0.96
6 0.311 6.1 1.20 0.308 6.8 1.04 1.63
7 0.271 5.8 1.12 0.279 6.4 1.02 1.42
8 0.230 5.4 1.03 0.236 5.8 0.98 1.20
9 0.223 5.4 1.02 0.226 5.6 0.97 1.17
10 0.216 5.3 1.00 0.219 5.5 0.96 1.13
11 0.216 5.3 0.99 0.218 5.5 0.96 1.13
12 0.190 5.1 0.93 0.194 5.2 0.93 0.99
13 0.179 4.9 0.91 0.182 5.0 0.91 0.94
14 0.174 4.9 0.90 0.176 4.9 0.90 0.91
15 0.203 5.2 0.97 0.203 5.3 0.94 1.06
16 0.227 5.4 1.03 0.229 5.7 0.97 1.19
17 0.253 5.6 1.08 0.254 6.0 1.00 1.32
18 0.255 5.6 1.09 0.258 6.1 1.00 1.33
19 0.256 5.6 1.09 0.259 6.1 1.00 1.34
20 0.255 5.6 1.10 0.260 6.1 1.00 1.34
21 0.232 5.4 1.05 0.238 5.8 0.98 1.21
22 0.170 4.8 0.89 0.176 4.9 0.90 0.89
23 0.125 4.3 0.77 0.129 4.1 0.83 0.65
24 0.098 4.0 0.67 0.101 3.6 0.78 0.51
25 0.084 3.7 0.62 0.086 3.3 0.74 0.44
26 0.070 3.5 0.56 0.072 3.1 0.70 0.37
27 0.066 3.5 0.54 0.067 3.0 0.69 0.34
28 0.065 3.4 0.54 0.066 2.9 0.69 0.34
29 0.082 3.7 0.61 0.082 3.3 0.73 0.43
30 0.127 4.3 0.77 0.128 4.1 0.83 0.66
31 0.205 5.1 0.98 0.206 5.3 0.94 1.07
32 0.291 5.9 1.16 0.291 6.5 1.03 1.52
33 0.321 6.2 1.21 0.322 7.0 1.05 1.68
34 0.314 6.1 1.20 0.317 6.9 1.05 1.64
35 0.292 6.0 1.16 0.295 6.6 1.03 1.52
36 0.277 5.8 1.13 0.279 6.4 1.02 1.45
37 0.254 5.6 1.09 0.257 6.1 1.00 1.33
38 0.235 5.5 1.04 0.238 5.8 0.98 1.23
39 0.246 5.5 1.08 0.248 5.9 0.99 1.29
40 0.238 5.5 1.05 0.241 5.8 0.98 1.24
41 0.253 5.6 1.08 0.255 6.0 1.00 1.32
42 0.245 5.5 1.07 0.248 6.0 0.99 1.28
43 0.233 5.4 1.04 0.237 5.8 0.98 1.22
44 0.212 5.2 1.00 0.218 5.5 0.96 1.11
45 0.192 5.0 0.95 0.198 5.2 0.93 1.00
46 0.163 4.7 0.88 0.167 4.8 0.89 0.85
47 0.131 4.3 0.79 0.134 4.2 0.84 0.69
Weekday 0.190 4.9 0.92 0.192 5.1 0.91 0.99
Weekend 0.195 5.0 0.93 0.198 5.1 0.91 1.02
ADWF(1) 0.191 4.9 0.92 0.194 5.1 0.91 1.00
Weekday 1.4% 2.6% -1.1%
Weekend 1.3% 3.3% -1.9%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR26 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 0.1

0.2 0.3

0.4 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0

8.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
Flow Level Velocity Flow Level Velocity Calibrated
Hour (mgd) (in) (ft/s) (mgd) (in) (ft/s) Diurnal
0 1.653 11.0 1.79 1.715 10.6 1.83 0.87
1 1.319 9.2 1.81 1.373 9.4 1.73 0.69
2 1.146 8.2 1.84 1.174 8.7 1.65 0.60
3 1.017 7.5 1.85 1.037 8.1 1.59 0.53
4 0.914 6.9 1.86 0.929 7.7 1.55 0.48
5 0.891 6.8 1.87 0.894 7.5 1.53 0.47
6 1.096 7.9 1.87 1.063 8.2 1.61 0.57
7 1.675 11.0 1.82 1.582 10.1 1.79 0.88
8 2.119 13.3 1.81 2.049 11.7 1.92 1.11
9 2.128 13.3 1.81 2.127 11.9 1.94 1.11
10 2.142 13.4 1.81 2.139 12.0 1.95 1.12
11 2.207 13.7 1.81 2.196 12.1 1.96 1.16
12 2.234 13.9 1.81 2.230 12.3 1.97 1.17
13 2.249 14.0 1.80 2.248 12.3 1.97 1.18
14 2.202 13.7 1.80 2.210 12.2 1.96 1.15
15 2.108 13.3 1.79 2.124 11.9 1.94 1.10
16 2.079 13.2 1.79 2.085 11.8 1.93 1.09
17 2.138 13.5 1.79 2.128 11.9 1.94 1.12
18 2.319 14.2 1.82 2.290 12.4 1.98 1.21
19 2.490 14.9 1.84 2.462 13.0 2.02 1.30
20 2.558 15.3 1.84 2.546 13.2 2.03 1.34
21 2.527 15.2 1.83 2.532 13.2 2.03 1.32
22 2.354 14.6 1.79 2.383 12.7 2.00 1.23
23 2.036 13.1 1.77 2.087 11.8 1.93 1.07
24 1.676 11.0 1.83 1.734 10.7 1.84 0.88
25 1.379 9.4 1.85 1.427 9.6 1.74 0.72
26 1.150 8.2 1.86 1.186 8.7 1.66 0.60
27 1.020 7.4 1.89 1.041 8.1 1.60 0.53
28 0.889 6.7 1.91 0.909 7.6 1.54 0.47
29 0.815 6.2 1.93 0.827 7.2 1.50 0.43
30 0.834 6.3 1.93 0.832 7.2 1.50 0.44
31 1.014 7.4 1.90 0.985 7.9 1.57 0.53
32 1.397 9.5 1.86 1.335 9.3 1.71 0.73
33 1.938 12.3 1.82 1.850 11.0 1.87 1.01
34 2.389 14.4 1.84 2.317 12.5 1.99 1.25
35 2.719 15.8 1.88 2.667 13.6 2.06 1.42
36 2.786 16.2 1.87 2.776 13.9 2.08 1.46
37 2.784 16.2 1.88 2.783 13.9 2.08 1.46
38 2.690 15.7 1.87 2.704 13.7 2.07 1.41
39 2.541 15.1 1.86 2.564 13.3 2.04 1.33
40 2.438 14.6 1.85 2.454 12.9 2.02 1.28
41 2.394 14.5 1.84 2.400 12.8 2.00 1.25
42 2.389 14.4 1.84 2.390 12.8 2.00 1.25
43 2.430 14.6 1.84 2.423 12.9 2.01 1.27
44 2.399 14.4 1.85 2.404 12.8 2.01 1.26
45 2.301 14.1 1.82 2.317 12.5 1.99 1.20
46 2.158 13.4 1.82 2.181 12.1 1.96 1.13
47 1.903 12.1 1.83 1.943 11.3 1.90 1.00
Weekday 1.900 12.1 1.82 1.900 11.1 1.86 0.99
Weekend 1.935 12.1 1.86 1.935 11.2 1.86 1.01
ADWF(1) 1.910 12.1 1.83 1.910 11.1 1.86 1.00
Weekday 0.0% -8.4% 2.6%
Weekend 0.0% -7.4% 0.1%
Note:

1. ADWF = (5xWeekday Average + 2xWeekend Average)/7
FLOW MONITORING SITE FR27 BASE WASTEWATER FLOW CALIBRATION

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
Weekday Weekend
Average
Measured Data Modeled Data Diurnal
% Error

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Flow (mgd)
Hour
Flow Calibration
Measured Flow Modeled Flow
Weekday Weekend

0.0 0.5

1.0 1.5

2.0 2.5

3.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Velocity (ft/s)
Hour
Velocity Calibration
Measured Velocity Modeled Velocity Series3
Weekday Weekend

0.0 5.0

10.0 15.0

20.0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Level (in)
Hour
Level Calibration
Measured Level Modeled Level
Weekday Weekend

0.0 0.5

1.0 1.5
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekday Diurnal Pattern

0.0 0.5

1.0 1.5

2.0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Hourly Multiplier
Hour
Weekend Diurnal Pattern
pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX C – WET WEATHER FLOW CALIBRATION
Table 2 Wet Weather Calibration Summary - April 2012 Storm Event Wastewater Collection System Master Plan Update
City of Fresno
Avg. Peak Avg. Avg. Avg. Peak Avg. Avg. Avg. Peak Avg. Avg.

Meter Flow Flow Velocity Level Flow Flow Velocity Level Flow Flow Velocity Level Number (mgd) (mgd) (ft/s) (in) (mgd) (mgd) (ft/s) (in) (%) (%) (%) (%) FR01 3.603 5.501 3.40 9.1 4.080 5.806 3.14 10.5 13.2% 5.5% -7.6% 15.4% FR02 8.864 12.715 3.58 16.8 8.642 13.321 3.67 16.0 -2.5% 4.8% 2.6% -4.7% FR06 4.241 7.986 2.52 14.6 4.572 7.804 2.63 14.3 7.8% -2.3% 4.5% -1.7% FR08 Note 4 Note 4 Note 4 Note 4 9.466 15.576 4.46 14.4 Note 4 Note 4 Note 4 Note 4 FR10 1.332 2.985 1.19 8.2 1.680 3.255 1.23 11.0 26.1% 9.1% 2.9% 33.7% FR12 1.790 4.581 1.89 9.3 2.070 4.647 2.06 9.6 15.6% 1.5% 8.7% 3.8% FR14 4.363 6.793 2.11 16.9 4.641 7.900 2.32 16.0 6.4% 16.3% 9.7% -5.3% FR15 6.330 8.273 2.14 18.8 6.565 9.505 2.29 18.2 3.7% 14.9% 6.8% -2.9% FR16 4.135 6.434 3.29 12.6 4.168 7.464 3.35 12.2 0.8% 16.0% 1.9% -2.7% FR19 22.983 34.118 5.46 20.8 25.384 37.234 4.99 23.8 10.4% 9.1% -8.6% 14.5% FR20 Note 4 Note 4 Note 4 Note 4 31.073 47.739 4.86 28.2 Note 4 Note 4 Note 4 Note 4 FR21 5.485 9.333 2.13 17.9 5.241 9.025 2.18 16.8 -4.5% -3.3% 2.5% -6.4% FR22 8.456 12.878 3.02 18.6 8.547 13.454 2.96 18.7 1.1% 4.5% -1.7% 0.9% FR23 1.455 5.026 2.01 8.2 1.726 4.522 2.29 8.4 18.6% -10.0% 14.0% 1.8% FR24 Note 4 Note 4 Note 4 Note 4 10.316 15.570 2.72 18.4 Note 4 Note 4 Note 4 Note 4 FR25 0.117 0.318 1.26 2.5 0.113 0.329 1.22 2.5 -3.4% 3.5% -3.1% -0.1% FR26 0.216 0.669 0.93 5.3 0.248 0.659 0.95 5.9 14.8% -1.5% 2.0% 11.9% Notes:

1. Source: City of Fresno Permanent Flow Monitoring Data

2. Average flows are calculated from flow monitoring data. Maximum flow values are hourly peaks.

3. Percent Difference = (Modeled - Measured)/Measured*100.

4. Meters FR08, FR20, and FR24 have data gaps or questionable data quality, and therefore percent error comparisons are not

4. appropriate for these meters.

April 13-14, 2012 Storm Event
Measured Data(1) Modeled Data(2) Percent Error(3)
RWRF WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4
0 1.6
20 40
60 80
100
120
Rainfall (in/hr)
Flow (mgd)
Rainfall Influent Meter Flow Modeled Flow BWF

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE
FLOW MONITORING SITE FR01 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

0.0 0.2

0.4 0.6

0.8 1.0

0.0 1.2

1.0 2.0

3.0 4.0

5.0 6.0

7.0 8.0
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
7 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 12
14 16
18 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR02 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 12
14 16
18 20
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
7 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR06 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR08 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
3 6
9 12
15 18
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR10 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0

0.0 1.2

0.5 1.0

1.5 2.0

2.5 3.0

3.5 4.0
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
4 8
12 16
20 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR12 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR14 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR15 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR16 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR19 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
35 40
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
7 8
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
35 40
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR20 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
10 20
30 40
50 60
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
7 8
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
35 40
45 50
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR21 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 12
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
35 40
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR22 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
2 4
6 8
10 12
14 16
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
35 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR23 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 6
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
35 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR24 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 20
25 30
35 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR25 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0

0.0 1.2

0.1 0.2

0.3 0.4
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 4
5 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR26 WET WEATHER FLOW CALIBRATION (4/10/2012-4/15/2012)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 1.0

0.0 1.2

0.2 0.4

0.6 0.8

1.0 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow BWF

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
1 2
3 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 1.0
0 1.2
5 10
15 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
Table 1 Wet Weather Calibration Summary - March 2011 Storm Event Wastewater Collection System Master Plan UpdateCity of Fresno Avg. Peak Avg. Avg. Avg. Peak Avg. Avg. Avg. Peak Avg. Avg.

Meter Flow Flow Velocity Level Flow Flow Velocity Level Flow Flow Velocity Level Number (mgd) (mgd) (ft/s) (in) (mgd) (mgd) (ft/s) (in) (%) (%) (%) (%) FR01 4.142 6.641 3.52 9.7 4.282 6.444 3.19 10.7 3.4% -3.0% -9.6% 10.7%FR02 8.019 13.113 3.22 16.7 8.512 13.684 3.67 15.9 6.1% 4.4% 13.8% -4.7%FR12 2.106 3.823 1.95 10.3 2.088 3.845 2.08 9.7 -0.9% 0.6% 6.6% -5.5%FR13 10.263 14.428 3.54 17.1 9.615 12.896 3.44 17.4 -6.3% -10.6% -2.7% 1.8%FR15 7.574 11.218 2.36 19.9 7.030 9.866 2.33 18.9 -7.2% -12.0% -1.4% -4.8%FR16 3.910 6.178 3.18 12.2 4.236 5.873 3.37 12.4 8.3% -4.9% 6.0% 1.1% Notes:

1. Source: City of Fresno Permanent Flow Monitoring Data2. Average flows are calculated from flow monitoring data. Maximum flow values are hourly peaks.3. Percent Difference = (Modeled - Measured)/Measured*100.

March 20-21, 2011 Storm Event
Measured Data(1) Modeled Data(2) Percent Error(3)
RWRF WET WEATHER FLOW CALIBRATION (3/15/2011-3/21/2011)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.00.20.40.6 6080
100120140
Rainfall (in/hr)
Flow (mgd)

0.8 0 1.0
2040
Rainfall Influent Flow Meter Modeled Flow
ADWF
FLOW MONITORING SITE FR01 WET WEATHER FLOW CALIBRATION (3/15/2011-3/21/2011)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 0 1.0
2 4
6 8
10 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow ADWF

0.0 0.2

0.4 0.6

0.8 0 1.0
1 2
3 4
5 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 0 1.0
4 8
12 16
20 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR02 WET WEATHER FLOW CALIBRATION (3/15/2011-3/21/2011)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 0 1.0
2 4
6 8
10 12
14 16
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow ADWF

0.0 0.2

0.4 0.6

0.8 0 1.0
1 2
3 4
5 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 0 1.0
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR12 WET WEATHER FLOW CALIBRATION (3/15/2011-3/21/2011)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 0 1.0
2 4
6 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow ADWF

0.0 0.2

0.4 0.6

0.8 0 1.0
1 2
3 Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 0 1.0
2 4
6 8
10 12
14 16
18 Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR13 WET WEATHER FLOW CALIBRATION (3/15/2011-3/21/2011)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 0 1.0
4 8
12 16
20 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow ADWF

0.0 0.2

0.4 0.6

0.8 0 1.0
1 2
3 4
5 6
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 0 1.0
4 8
12 16
20 24
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR15 WET WEATHER FLOW CALIBRATION (3/15/2011-3/21/2011)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 0 1.0
4 8
12 16
20 Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow ADWF

0.0 0.2

0.4 0.6

0.8 0 1.0
1 2
3 4
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 0 1.0
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
FLOW MONITORING SITE FR16 WET WEATHER FLOW CALIBRATION (3/15/2011-3/21/2011)

CITY OF FRESNO

WASTEWATER COLLECTION SYSTEM MASTER PLAN UPDATE

0.0 0.2

0.4 0.6

0.8 0 1.0
2 4
6 8
Rainfall (in/hr)
Flow (mgd)
Flow Calibration
Rainfall Measured Flow Modeled Flow ADWF

0.0 0.2

0.4 0.6

0.8 0 1.0
1 2
3 4
5 6
Velocity (ft/s)
Rainfall (in/hr)
Velocity Calibration
Rainfall Measured Velocity Modeled Velocity

0.0 0.2

0.4 0.6

0.8 0 1.0
5 10
15 20
25 30
Rainfall (in/hr)
Level (in)
Level Calibration
Rainfall Measured Level Modeled Level
pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX D – SIGNIFICANT INDUSTRIAL USER FLOW DATA
Available Monthly SIU Discharge Data
Wastewater Collection System Master Plan Update
City of Fresno
Actual Monthly Flow, where Available (gpd)
Model Flow Model Flow
BWF PDWF 2011 2012 2013
Name Address (mgd) (mgd) Jan-11 Feb-11 Mar-11 Apr-11 May-11 Jun-11 Jul-11 Aug-11 Sep-11 Oct-11 Nov-11 Dec-11 Jan-12 Feb-12 Mar-12 Apr-12 May-12 Jun-12 Jul-12 Aug-12 Sep-12 Oct-12 Nov-12 Dec-12 Jan-13 Feb-13 Mar-13 Apr-13 May-13 Jun-13 Jul-13 Aug-13 Ameripride 1050 W Whitesbridge 0.086 0.114 81,731 82,704 91,630 110,430 87,591 81,183 95,420 88,488 68,816 77,617 94,423 113,123 107,887 65,026 65,699 67,445 29,471 72,556 91,854 75,199 86,494 100,830 113,846 110,679 85,596 68,442 52,659 67,021 51,562 43,608 Angelica 422 S Fruit 0.091 0.116 116,139 72,506 54,928 61,286 57,172 66,348 79,413 81,906 69,365 80,211 67,869 75,598 88,364 67,096 61,112 62,907 64,627 68,841 94,348 77,144 104,944 84,424 116,065 73,379 91,106 73,354 66,447 98,911 73,279 74,975 Aramark 3333 N Sabre Dr 0.110 0.160 117,985 113,945 112,225 131,897 111,776 122,497 159,922 155,035 130,825 125,839 145,935 150,223 154,487 135,488 131,847 129,828 121,001 123,096 145,561 112,001 155,808 121,425 147,855 116,663 110,230 114,220 119,680 142,319 116,887 111,976 Beef Packers 3115 S Fig 0.659 1.009 1,009,476 777,033 753,161 803,925 682,475 873,066 802,031 896,303 699,006 768,096 740,196 853,543 865,137 673,175 708,431 691,302 731,369 888,026 663,700 815,270 765,603 714,440 881,842 683,772 658,589 638,867 868,603 630,838 678,660 851,773 Breckenridge, Durbin 1828 E Hedges Ave 0.020 0.020
Cal Dairies 15" 755 F St 0.787 1.216 896,653 700,745 757,494 890,644 742,515 895,206 815,320 906,052 671,056 733,589 736,531 960,208 1,101,629 882,640 914,355 910,939 1,182,613 1,215,650 1,006,160 918,444 647,967 573,317 780,114 654,575 787,469 823,997 1,087,692 865,212 901,490 1,382,030 946,370 Cellulo 81 M St 0.076 0.152 95,306 67,198 98,676 72,648 144,721 100,058 54,029 82,430 130,250 73,229 59,937 88,439 72,076 87,993 107,297 115,712 85,716 100,801 117,922 95,882 93,536 125,938 152,255 92,702 75,827 106,222 115,317 106,359 116,278 Clovis Connection Ashlan and Peach 1.910 1.910
Clovis Connection Fowler and Sussex 1.434 1.434
Clovis Connection Herndon and Willow 1.582 1.582
Clovis Connection Sierra and Willow 0.191 0.191
Community Hospital 202 N Valeria St 0.226 0.226
ConAgra 5626 E Shields 0.017 0.017
Costco Wholesale 4500 W Shaw Ave 0.011 0.011
Costco Wholesale #657 7100 N Abby St 0.014 0.014
CSUF Cedar 5241 N Maple Ave 0.150 0.150
CSUF Maple 5241 N Maple Ave 0.081 0.140
Darling 995 W Belgravia 0.068 0.086 86,269 79,193 77,119 76,570 61,012 75,448 64,677 75,623 57,970 67,170 67,220 80,211 85,172 66,447 65,026 69,888 63,381 79,288 60,638 68,143 62,209 62,882 77,792 67,569 67,968 62,682 91,081 73,678 69,439 84,000 E&J Gallo Winery (A) 5610 E Olive 0.145 0.328 205,326 133,610 327,799 147,830 62,059 195,477 129,903 106,191 60,463 98,886 6,308 42,112 159,773 73,030 166,405 151,719 199,093 233,925 122,173 128,531 76,121 169,472 192,660 96,517 144,813 104,047 55,950 100,905 31,989 78,540 E&J Gallo Winery (FATS) 5610 E Olive 0.154 1.348 375,097 749,478 384,622 848,407 446,855 641,086 515,048 645,491 1,002,470 1,334,233 1,347,672 820,357 318,872 570,874 398,534 341,562 909,468 461,666 440,896 720,698 955,221 1,152,344 1,102,178 671,978 154,836 409,256 846,088 330,067 499,465 494,403 Foster Farms (Front) 900 W Belgravia 0.022 0.056 40,916 40,467 38,796 38,746 38,173 32,264 48,022 38,572 34,009 33,111 35,630 46,376 25,781 21,966 24,360 32,812 29,471 41,040 50,590 38,622 56,399 36,727 56,349 48,520 22,191 21,019 21,094 30,294 32,388 22,490 Foster Farms (Pretreat) 900 W Belgravia 1.326 1.861 1,343,857 1,249,035 1,332,562 1,422,497 1,251,254 1,331,839 1,860,825 1,632,759 1,404,395 1,322,167 1,236,045 1,599,623 1,641,810 1,357,819 1,315,931 1,458,575 1,399,234 1,392,776 1,832,650 1,411,102 1,731,869 1,341,812 1,686,466 1,278,606 1,326,304 1,398,660 1,318,175 1,661,258 1,323,860 1,318,300 Foster Farms Poultry 2960 S Cherry 1.492 1.951 1,712,995 969,558 1,293,167 1,290,325 1,246,791 1,364,078 1,691,677 1,735,036 1,550,429 1,299,675 1,525,970 1,741,469 1,749,173 1,568,132 1,618,921 1,639,092 1,446,831 1,327,401 1,726,758 1,368,242 1,682,776 1,511,110 1,951,058 1,433,866 1,492,410 1,386,094 1,263,372 1,637,322 1,328,697 1,251,703 Fresno Bee 1626 E St 0.044 0.052 16,281 11,100 29,347 17,503 24,360 8,303 7,954 9,624 7,879 11,270 16,905 39,220 52,235 24,185 17,902 19,099 16,556 12,492 7,879 9,574 8,901 10,472 22,490 33,311 44,057 32,713 60,937 24,809 28,823 11,494 Fruit Fillings 2531 E Edgar 0.016 0.023 15,209 14,486 14,885 18,501 13,364 13,838 18,949 20,071 17,054 16,207 19,623 19,573 18,426 16,207 16,032 15,234 16,356 15,583 13,663 15,359 21,218 14,312 23,288 16,456 16,207 17,628 15,808 20,021 15,509 19,822 Kaiser Permanente Inc 7300 N Fresno St 0.066 0.066
Kraft-Capri Sun 2494 S Orange 0.079 0.137 126,836 104,577 111,427 118,533 112,724 136,660 126,985 136,136 104,321 120,902 117,361 103,423 111,552 91,032 126,337 90,259 97,988 121,326 89,087 133,717 99,010 93,600 105,368 52,161 78,615 93,375 143,766 95,769 109,632 131,473 86,195 108,011 Kraft-Cornnuts 4343 E Florence 0.186 0.312 124,318 100,793 187,125 209,664 137,881 166,430 199,517 163,488 197,372 124,118 120,403 148,578 193,632 166,505 219,239 186,651 232,254 236,941 312,415 195,303 226,644 129,254 170,818 182,886 185,654 143,766 175,506 155,409 122,223 146,508 214,526 La Tapatia 104 E Belmont 0.017 0.027 14,935 11,619 20,246 17,503 16,057 19,672 18,650 24,135 18,326 19,523 19,947 21,094 15,035 13,663 11,395 18,999 20,296 27,452 20,171 26,778 25,831 25,407 24,285 17,578 18,875 18,226 30,942 La Tapatia B 94 E Belmont 0.034 0.050 15,907 12,417 9,151 7,281 2,743 28,349 27,925 43,833 30,942 26,112 16,655 49,817 44,481 42,087 30,818 26,055 29,770 35,206 45,952 34,009 28,798 30,618 30,992 41,190 34,458 31,067 21,193 23,163 LiDestri 568 S Temperance 0.205 0.326 236,617 240,688 227,217 178,523 219,737 249,707 217,319 303,663 195,926 183,484 282,345 277,807 205,176 201,935 216,571 168,649 247,239 326,452 202,533 323,510 267,634 257,836 283,642 224,500 Louie, Jay 471 S Teilman Ave 0.016 0.016
Lyons PLT 1 1634 S Second St 0.109 0.204 89,361 126,136 217,618 282,569 347,122 391,927 358,292 556,063 276,411 191,064 187,923 223,178 177,027 211,659 229,486 270,901 378,588 436,583 392,501 610,767 317,775 194,330 255,791 188,147 114,120 Lyons PLT 1 1635 S Second St 0.109 0.204
Lyons PLT 1 1636 S Second St 0.109 0.204
Mission Linen 2555 S Orange 0.020 0.055 20,296 21,717 22,664 26,729 33,386 45,927 49,418 47,573 55,452 42,960 41,115 41,140 44,606 30,319 21,742 16,855 18,127 35,630 52,061 36,901 44,182 35,879 35,954 35,680 20,445 13,913 10,946 6,183 34,533 28,025 36,577 29,247 New World Pasta 2704 S Maple 0.015 0.027 20,021 9,700 22,567 16,381 26,679 2,194 27,452 4,114 6,009 5,061 3,715 3,316 3,590 4,712 7,081 7,729 5,560 8,427 16,456 13,838 25,058 17,005 21,667 18,575 15,409 11,370 11,395 21,044 22,964 18,775 20,545 13,813 Pacific Choice 4667 E Date 0.096 0.230 112,375 54,978 166,555 154,936 119,630 167,826 229,611 202,957 203,431 187,000 193,782 147,705 121,849 64,054 91,555 75,199 105,717 119,481 166,181 111,477 211,160 177,575 158,003 108,734 95,644 57,421 91,206 97,065 PepsiCo 1150 E North 0.126 0.277 123,993 131,847 163,014 173,312 208,343 196,674 250,231 201,536 181,789 152,991 149,824 180,717 157,404 138,679 144,937 150,797 162,815 204,852 277,458 226,370 203,082 171,417 171,716 115,741 126,487 139,053 181,839 Producers Dairy 144 E Belmont 0.244 0.256 220,560 220,111 227,442 240,208 212,158 199,118 227,716 199,093 245,893 207,321 209,739 245,219 244,870 198,569 202,932 177,974 253,348 210,562 255,666 Producers Dairy 144 E Belmont 0.220 0.220
Prudential 1260 E North 0.017 0.028 27,676 24,709 24,509 17,204 13,564 23,188 15,658 17,304 13,439 13,963 14,860 16,730 17,603 15,683 12,591 13,763 15,085 14,212 16,207 12,342 17,329 21,368 25,083 Rich Products 320 O St 0.022 0.039 32,048 38,746 22,864 18,476 15,858 37,575 30,020 35,879 28,428 22,964 8,502 4,438 21,542 15,159 13,813 13,713 27,402 26,554 25,307 27,402 22,615 19,398 San Joaquin Fig 3564 N Hazel 0.012 0.012
SJV Concentrate 5631 E Olive 0.013 0.013
St Agnes Hospital 1303 E Herndon Ave 0.274 0.274
VA Medical Ctr 134 2615 E Clinton Ave 0.090 0.090
Valley Fig 2028 S Third 0.045 0.201 91,406 45,867 53,158 59,865 49,567 56,200 76,795 127,359 86,544 71,235 62,358 127,260 105,742 200,564 46,925 71,459 95,195 99,334 70,312 60,339 46,376 74,975 114,643 55,826 44,855 58,494 Wawona Fresno 2202 S Cedar 0.076 0.280 0 0 0 0 0 103,000 103,000 228,414 234,473 183,310 75,149 51,138 57,421 280,126 188,720 Westlake 0.000 0.000
Yosemite 3330 E Church 0.019 0.049 19,523 27,393 35,380 44,157 27,851 22,989 25,806 31,217 18,351 22,141 28,948 27,402 34,433 26,030 30,344 26,579 38,123 48,795 46,251 46,900 30,244 28,623 38,572 20,620 18,974 21,019 34,583 28,723 30,967 30,194 31,815 Zacky Packing 2950 E California 0.113 0.210 125,067 102,326 103,573 116,788 107,911 138,330 123,021 138,131 120,927 127,933 117,635 115,042 135,263 182,736 113,621 114,344 131,922 205,201 149,176 209,590 158,925 157,304 184,931 139,178 112,998 67,968 155,360 Zacky Turkey 2222 S East 0.396 0.816 355,200 287,933 290,099 441,071 444,312 527,365 475,504 517,092 362,306 448,725 623,832 423,343 375,197 411,101 566,336 455,707 601,168 659,088 574,863 689,531 629,492 684,595 815,844 440,871 396,265 396,639 555,639 378,338 Assumed Model Flows
pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX E – FIELD RECONNAISSANCE DATA

MH 1346-25 Herndon and Milburn
MH 1346-25 Herndon and Milburn
MH 1346-25 Herndon and Milburn
MH 1346-25 Herndon and Milburn
MH 1346-25 Herndon and Milburn
MH 1346-25 Herndon and Milburn

MH 2253-15 McKinley and Harrison
MH 2253-15 McKinley and Harrison

MH 2561-21 Chestnut and Washington
MH 2561-21 Chestnut and Washington

MH 2562-59 Chestnut and Washington
MH 2562-59 Chestnut and Washington

MH 2652-03 Whitesbridge and Fruit

MH 3056-03 Jensen and Cherry
MH 3056-03 Jensen and Cherry
MH 3056-03 Jensen and Cherry
MH 3056-03 Jensen and Cherry

MH 3057-07 Cherry Near Church
MH 3057-07 Cherry Near Church
MH 3057-07 Cherry Near Church
MH 3057-07 Cherry Near Church
MH 3057-07 Cherry Near Church
pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX F – BCF-PROJECT DATA SHEETS
Olive Ave.

Clay Ave.

Tyler Ave.

Lewis Ave.

Abby St. Blackstone Ave.

Hammond Ave.

Hedges Ave.
24"
20" Railroad Track Abby St.

Floradora Ave.
24"
20"
Implementation Phase
2356, 2456
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Hammond Avenue between
Phase 1 (2015-2020)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-1A
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Street
Blackstone Avenue and Abby Street
Proposed Diameter: 24" 3URMHFW/HQJWK

“/)
24"
20" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Commercial Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$284,000.00
$57,000.00
$412,000.00
Project Benefit:

Existing Customers: 93%
Future Development: 7%
Estimated Contingencies Cost: $71,000.00
Olive Ave.

Clay Ave.

Tyler Ave.

Lewis Ave.

Harvey Ave.

Abby St. Blackstone Ave.

Hammond Ave.

Hedges Ave. 24" 20" 24" 20" Railroad Track
Implementation Phase
2356, 2456
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Abby Street between
Phase 1 (2015-2020)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-1B
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Street
Proposed Diameter: 24" 3URMHFW/HQJWK
“/)
24"
20" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Commercial Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$598,000.00
$120,000.00
$868,000.00
Project Benefit:

Existing Customers: 93%
Future Development: 7%
Estimated Contingencies Cost: $150,000.00
Hammond Avenue and
La Salle Avenue Alignment
Belmont Ave. Glenn Ave. Glenn Ave. Brewer Ave.

Bremer Ave.

Highway 180 Calaveras St. Blackstone Ave.

McKenzie Ave. Poplar Ave. San Pablo Ave. 27" 24"
Thomas Ave.

Implementation Phase
2455, 2555
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Glenn Avenue between Bremer
Phase 1 (2015-2020)
Approximate Project Quantities:

Project Conditions:
2-Lane Streets
Residential Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$297,000.00
$59,000.00
$430,000.00
City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-2A
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Project Benefit:

Existing Customers: 93%
Future Development: 7%
Street
and Thomas Avenues
Proposed Diameter: 27" 3URMHFW/HQJWK

“/)
Estimated Contingencies Cost: $74,000.00
27"
24" Proposed Pipe Diameter
Existing Pipe Diameter
Belmont Ave. Glenn Ave. Glenn Ave. Brewer Ave.

Bremer Ave.

Highway 180 Calaveras St. Blackstone Ave.

McKenzie Ave.

Voorman Ave.

Divisadero St. Poplar Ave. San Pablo Ave. 27" 24" 27" 24" Thomas Ave.

Implementation Phase
2455, 2555
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Glenn Avenue from Highway 180
Phase 1 (2015-2020)
Approximate Project Quantities:

Project Conditions:
2-Lane Streets
Residential Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$1,090,000.00
$218,000.00
$1,580,000.00
City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-2B
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Project Benefit:

Existing Customers: 86%
Future Development: 14%
Street
to Voorman Avenue
Proposed Diameter: 27" 3URMHFW/HQJWK
“/)
Estimated Contingencies Cost: $272,000.00
27"
24" Proposed Pipe Diameter
Existing Pipe Diameter
Voorman Ave.

Divisadero St. 30" 27" Glenn Ave. San Pablo Ave. Calaveras St. Blackstone Ave. Poplar Ave.

N St.

Calaveras St. Stanislaus St.

Tuolumne St. Merced St.

M St. San Joaquin St. L St.

O St.

Abby St.

P St. 30" 27"
30" 27"
Implementation Phase
2555, 2655
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Glenn Avenue and N Street between
Phase 2 (2021-2025)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-3
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Street
Voorman Avenue and Tuolumne Street
Proposed Diameter: 30" 3URMHFW/HQJWK
“/)
30"
27" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Residential Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$792,000.00
$158,000.00
$1,148,000.00
Project Benefit:

Existing Customers: 81%
Future Development: 19%
Estimated Contingencies Cost: $198,000.00
Monterey St. Los Angeles St. Highway 41
Broadway St. Cherry Ave. Fulton St. Van Ness Ave.

M St.

L St.

N St.

O St. San Benito St.
10"
8"
10"
8"
10"
6"
Implementation Phase
2757, 2856, 2857
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Monterey Street between
Phase 3 (2026-2030)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-4
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Street
N Street Fulton Streets
Proposed Diameter: 10" 3URMHFW/HQJWK
“/)
10"
8" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Residential Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$471,000.00
$94,000.00
$683,000.00
Project Benefit:

Existing Customers: 100%
Future Development: 0%
Estimated Contingencies Cost: $118,000.00
California Ave.

Dwight Way
Woodward Ave.

Braly Ave.

Hamilton Ave.

Orleans Ave.

Heaton Ave.

Townsend Ave.

Butler Ave.

Lyell Ave.

Liberty Ave.

Lowe Ave.

Alta Ave.

El Monte Way
Ventura Ave.

Orange Ave. 8th Ave. 9th St. Gearhart St. 10th St. 9th St. 7th St. Orange Ave. 5th St. 5th St.

Woodward Ave. 42" 36" 42" 36" 42" 36" 42" 36"
Implementation Phase
2759, 2859
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Eighth Street between Ventura
Phase 4 (2031-2035)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-5A
Not to Scale
Project Location Map
1" = 1,000'
Project Sewer
Street
Street and Woodward Avenue
Proposed Diameter: 42" 3URMHFW/HQJWK
“/)
42"
36" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Residential Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$2,638,000.00
$528,000.00
$3,825,000.00
Project Benefit:

Existing Customers: 83%
Future Development: 17%
Estimated Contingencies Cost: $659,000.00
California Ave.

Dwight Way
Woodward Ave.

Braly Ave.

Hamilton Ave.

Orleans Ave.

Heaton Ave.

Townsend Ave.

Butler Ave.

Lyell Ave.

Orange Ave. 8th Ave. 9th St. Gearhart St. 10th St. 5th St.

Woodward Ave.
42"
36"
Implementation Phase
2759, 2859
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Woodward Avenue between
Phase 4 (2031-2035)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-5B
Not to Scale
Project Location Map
1" = 1,000'
Project Sewer
Street
Eighth and Orange Avenues
Proposed Diameter: 42" 3URMHFW/HQJWK

“/)
42"
36" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Residential Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$506,000.00
$101,000.00
$733,000.00
Project Benefit:

Existing Customers: 83%
Future Development: 17%
Estimated Contingencies Cost: $126,000.00
California Ave.

Dwight Way
Woodward Ave.

Braly Ave.

Hamilton Ave.

Orleans Ave.

Heaton Ave.

Townsend Ave.

Butler Ave.

Orange Ave. 8th Ave. 9th St. 5th St. Gearhart St.

Woodward Ave. 42" 36"
Implementation Phase
2759, 2859
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Orange Avenue between Woodward
Phase 4 (2031-2035)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-5C
Not to Scale
Project Location Map
1" = 1,000'
Project Sewer
Street
and California Avenues
Proposed Diameter: 42" 3URMHFW/HQJWK

“/)
42"
36" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Residential Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$537,000.00
$107,000.00
$778,000.00
Project Benefit:

Existing Customers: 83%
Future Development: 17%
Estimated Contingencies Cost: $134,000.00
Belmont Ave. Palm Ave.

Franklin Ave.

H St. Safford Ave. Safford Ave. Ferger Ave. 8"6" 8"6" Palm Ave. Ferger Ave.

Arroyo Ave. Union Pacific Railroad
Implementation Phase
2553
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Alley between Producers Dairy
Phase 4 (2031-2035)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-6
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Street
and H Street
Proposed Diameter: 8" 3URMHFW/HQJWK

“/)
8"
6" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Commercial Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$227,000.00
$45,000.00
$329,000.00
Project Benefit:

Existing Customers: 100%
Future Development: 0%
Estimated Contingencies Cost: $57,000.00
N St.

Calaveras St.

Stanislaus St.

Tuolumne St. Merced St.

M St. San Joaquin St. L St.
30" 27" Van Ness Ave. 30" 27"
30" 27" Fresno St.

Fulton St.

Fulton Mall
O St.

Implementation Phase
2655
Project Purpose:

Project Location:

Sewer Plat No.

Replacement of Existing
Tuolumne Street and Van Ness Avenue
Phase 4 (2031-2035)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-7
Not to Scale
Project Location Map
1" = 800'
Project Sewer
Street
between N and Merced Streets
Proposed Diameter: 30" 3URMHFW/HQJWK

“/)
30"
27" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Commercial Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$847,000.00
$169,000.00
$1,228,000.00
Project Benefit:

Existing Customers: 0%
Future Development: 100%
Estimated Contingencies Cost: $212,000.00
North Ave. Polk Ave. Cornelia Ave. Blythe Ave. Brawley Ave. Valentine Ave. Marks Ave. Hughes Ave. West Ave. Fruit Ave.

Annadale Ave.

Muscat Ave.
60"
66" North Ave.

Annadale Ave.

Muscat Ave.
60"
66"
Implementation Phase
3245, 3246, 3247, 3248, 3249,
Project Purpose:

Project Location:

Sewer Plat No.

Relief Line for Existing
North Avenue between Polk Avenue
Phase 4 (2031-2035)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-8
Not to Scale
Project Location Map
1" = 3,000'
Project Sewer
Street
Alignment and Fruit Avenue
Proposed Diameter: 60" 3URMHFW/HQJWK
“/)
60"
66" Proposed Pipe Diameter
Existing Pipe Diameter
Project Conditions:
2-Lane Streets
Rural Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$13,527,000.00
$,2706,000.00
$19,615,000.00
Project Benefit:

Existing Customers: 0%
Future Development: 100%
Estimated Contingencies Cost: $3,382,000.00
3250, 3251, 3252
Ave. Fruit Ave.

North Ave.

Annadale Ave.
60" Walnut Ave. ElmAve. Cherry Ave. East Ave. Orange Ave. Cedar Ave.

Golden State HWY 99
60" Parkway Dr. HWY 41
Implementation Phase
3253, 3254, 3255, 3256
Project Purpose:

Project Location:

Sewer Plat No.

Rehabilitate Line for Existing
North Avenue between
Phase 4 (2031-2035)
Approximate Project Quantities:

City of Fresno
Wastewater Collection System Master Plan Update

CAPITAL IMPROVEMENT PLAN

PROJECT SHEET
Project Vicinity Map
Legend:

PROJECT

LOCATION
Sewer Facilities
Project: C-9
Not to Scale
Project Location Map
1" = 3,000'
Project Sewer
Street
Fruit and Orange Avenues
Proposed Diameter: 60" 3URMHFW/HQJWK
“/)
60" Proposed Pipe Diameter
Project Conditions:
2-Lane Streets
Rural Setting
Estimated Project Costs:

Estimated Construction Cost:

Estimated Management and Engineering Cost:

Total Estimated Project Cost:
$10,604,000.00
$2,121,000.00
$15,376,000.00
Project Benefit:

Existing Customers: 0%
Future Development: 100%
Estimated Contingencies Cost: $2,651,000.00
3257, 3258
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

SHIELDS AVE FIRST ST

CLINTON AVE FRESNO ST

PRINCETON AVE MARIPOSA ST ANGUS ST ORCHARD ST
Plat Area: 2157
Reccomendation: Install
Cured-In-Place (CIPP) Liner

TERRACE AVE

HARVARD AVE

BROWN AVE

MICHIGAN AVE

CORNELL AVE

SIMPSON AVE
Project Phase: B
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 2,603 LF
6" 2,530 LF
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

BULLARD AVE CEDAR AVE

BARSTOW AVE MILLBROOK AVE

BROWNING AVE NINTH ST
Plat Area: 1559
Reccomendation: Install
Cured-In-Place (CIPP) Liner

PORTALS AVE

ALMENDRA AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 1,074 LF TENTH ST

LOFTUS LN
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS
Legend
Rehabilitation Required

HERNDON AVE FIRST ST FOURTH ST FIFTH ST MILLBROOK AVE
Plat Area: 1358
Reccomendation: Install
Cured-In-Place (CIPP) Liner
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 200 LF
Plat Boundary SIXTH ST
VCP Vitrified Clay Pipe Sewer Manhole NumberFLORA AVE

WARNER AVE

MAGILL AVE

FREMONT AVE

PALO ALTO AVE

LOS ALTOS AVE

WATHEN AVE

PAUL AVE

MENLO AVE

SIERRA AVE
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

BARSTOW AVE CORNELIA AVE
Plat Area: 1645
Reccomendation: Install
Cured-In-Place (CIPP) Liner

MARKET ST
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 100 LF
HWY 99

SHAW AVE

MISSION AVE

GOLDEN STATE BLVD

STATE ST
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
CIP Cast In Place Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

SHAW AVE BLACKSTONE AVE

GETTYSBURG AVE MAROA AVE

SANTA ANA AVE COLLEGE AVE DEL MAR AVE GLENN AVE
Plat Area: 1755
Reccomendation: Install
Cured-In-Place (CIPP) Liner

PICO AVE

RIALTO AVE

ALAMOS AVE

FAIRMONT AVE

SIERRA MADRE AVE
Project Phase: B
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 398 LF

SAN GABRIEL AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
CIP Cast In Place Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

SHAW AVE FRESNO ST

GETTYSBURG AVE BLACKSTONE AVE

SANTA ANA AVE CLARK ST VALERIA ST EFFIE AVE
Plat Area: 1756
Reccomendation: Install
Cured-In-Place (CIPP) Liner

PORTOLA AVE

RIALTO AVE

ACACIA AVE

BELMONT AVE

SIERRA MADRE AVE
Project Phase: B
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 464 LF
6" 525 LF
PICO AVE HWY 41
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

GETTYSBURG AVE

ASHLAN AVE BLACKSTONE AVE

HOLLAND AVE EFFIE AVE CLARK ST VALERIA ST
Plat Area: 1856
Reccomendation: Install
Cured-In-Place (CIPP) Liner

SWIFT AVE

INDIANAPOLIS AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 239 LF
AUSTIN AVE HWY 41
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
CIP Cast In Place Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

ASHLAN AVE FIRST ST

LANSING AVE FRESNO ST

GRIFFITH AVE MARIPOSA ST ANGUS ST
Plat Area: 1957
Reccomendation: Install
Cured-In-Place (CIPP) Liner

SAGINAW AVE

PONTIAC AVE

SUSSEX AVE

HAMPTON AVE

BUCKINGHAM AVE
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
12" 813 LF
8" 272 LF

DAKOTA AVE ORCHARD ST SHERMAN ST
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

DAKOTA AVE BLACKSTONE AVE

SHIELDS AVE MAROA AVE COLLEGE AVE DEL MAR AVE GLENN AVE Plat Area: 2055
Reccomendation: Install
Cured-In-Place (CIPP) Liner

ANDREWS AVE

FOUNTAIN AVE

CORTLAND AVE

FEDORA AVE

GARLAND AVE

ROBINSON AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 335 LF EKLUND AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
SCP Standard Concrete Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS MAROA AVE

SHIELDS AVE PALM AVE

DAYTON AVE WILSON AVE VAN NESS BLVD WISHON AVE
Plat Area: 2054
Reccomendation: Install
Cured-In-Place (CIPP) Liner

ANDREWS AVE

FOUNTAIN AVE

CORTLAND AVE

FEDORA AVE

GARLAND AVE

RAMONA AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 615 LF

BEVERLY AVE

DAKOTA AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CLINTON AVE BLACKSTONE AVE
McKINLEY AVE MAROA AVE

WELDON AVE
Plat Area: 2255
Reccomendation: Install
Cured-In-Place (CIPP) Liner

UNIVERSITY AVE

CALAVERAS AVE

CAMBRIDGE AVE

YALE AVE

VASSAR AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 771 LF
6" 1,061 LF VAN NESS AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

DAKOTA AVE FRESNO ST ANNA ST CALLISCH ST ORCHARD ST FIRST ST Plat Area: 2057
Reccomendation: Install
Cured-In-Place (CIPP) Liner
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
12" 953 LF

ROBINSON AVE

GARLAND AVE

FEDORA AVE

DAYTON AVE

SHIELDS AVE MARIPOSA ST ANGUS ST
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

SHIELDS AVE CEDAR AVE

CLINTON AVE MILLBROOK AVE

PRINCETON AVE
Plat Area: 2159
Reccomendation: Install
Cured-In-Place (CIPP) Liner

TERRACE AVE

HARVARD AVE

MICHIGAN AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 543 LF
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CLINTON AVE FRUIT AVE
McKINLEY AVE WEST AVE

WELDON AVE BROOKS AVE TEILMAN AVE DELNO AVE
Plat Area: 2252
Reccomendation: Install
Cured-In-Place (CIPP) Liner

PERALTA WAY

UNIVERSITY AVE

NORMAL AVE

CAMBRIDGE AVE

YALE AVE

VASSAR AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 668 LF CHANNING AVE PACIFIC AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS FRUIT AVE

OLIVE AVE WEST AVE

FLORADORA AVE DELNO AVE
Plat Area: 2352
Reccomendation: Install
Cured-In-Place (CIPP) Liner

HEDGES AVE

WEBER AVE
Project Phase: B
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 1,281 LF

ESTHER WAY

GOLDEN STATE BLVD

HAMMOND AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
SCP Standard Concrete Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS
McKINLEY AVE

OLIVE AVE MAROA AVE

FLORADORA AVE
Plat Area: 2355
Reccomendation: Install
Cured-In-Place (CIPP) Liner

HEDGES AVE

HOME AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 471 LF VAN NESS AVE COLLEGE AVE POPLAR AVE DEL MAR AVE SAN PABLO AVE GLENN AVE CALAVERAS AVE BLACKSTONE AVE Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS
McKINLEY AVE MAROA AVE

OLIVE AVE PALM AVE

FLORADORA AVE WILSON AVE ECHO AVE LINDEN AVE
Plat Area: 2354
Reccomendation: Install
Cured-In-Place (CIPP) Liner

FERN AVE

HEDGES AVE

HOME AVE

CARMEN AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
6" 661 LF

PINE AVE ROOSEVELT AVE LUCERNE AVE WISHON AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CARMEN AVE CHESTNUT AVE

OLIVE AVE FRESNO ST

FLORADORA AVE BACKER AVE SIERRA VISTA AVE RECREATION AVE Plat Area: 2361
Reccomendation: Install
Cured-In-Place (CIPP) Liner

HAMMOND AVE

HEDGES AVE

LAMONA AVE

CORNELL AVE

WEATHERMAKER AVE
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 637 LF
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
CIP Cast In Place Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

OLIVE AVE FIRST ST

BELMONT AVE FRESNO ST
HWY 180 AUGUSTA ST HWY 41 ORCHARD ST
Plat Area: 2457
Reccomendation: Install
Cured-In-Place (CIPP) Liner

WHITE AVE

THOMAS AVE

LEWIS AVE

TYLER AVE

CLAY AVE
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
12" 435 LF
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

TULARE ST

VENTURA ST FIRST ST

HUNTINGTON AVE SECOND ST FOURTH ST FIFTH ST
Plat Area: 2658
Reccomendation: Install
Cured-In-Place (CIPP) Liner

MONO ST

BALCH AVE

KERCKHOFF AVE

PLATT AVE
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
15" 967 LF THIRD ST SIXTH ST
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
RCP Reinforced Concrete Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS
G ST

MONTEREY ST
Plat Area: 2856
Reccomendation: Install
Cured-In-Place (CIPP) Liner
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
18" 925 LF

CHINA ALLEY

F ST FAGAN ALLEY
HWY 99
LOS ANGELES ST HWY 41

CALIFORNIA AVE CHERRY AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CALIFORNIA AVE MARTIN LUTHER KING JR BLVD

CHURCH AVE WALNUT AVE

FLORENCE AVE KNIGHT AVE FAIRVIEW AVE LEE AVE
Plat Area: 2954
Reccomendation: Install
Cured-In-Place (CIPP) Liner

TOWER AVE

BELGRAVIA AVE

GEARY ST
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
30" 1,329 LF
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
SCP Standard Concrete Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CALIFORNIA AVE ELM AVE

CHURCH AVE MARTIN LUTHER KING JR BLVD

FLORENCEAVE BARDELL ST CLARA AVE IVY AVE
Plat Area: 2955
Reccomendation: Install
Cured-In-Place (CIPP) Liner

TOWER AVE

BELGRAVIA AVE

LORENA AVE

SIMPSON AVE
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 661 LF WELLER ST TUPMAN ST EUNICE AVE GENEVA AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CALIFORNIA AVE EAST AVE

CHURCH AVE CHERRY AVE

FLORENCE AVE TAYLOR AVE TULIP ST ORINDA ST
Plat Area: 2957
Reccomendation: Install
Cured-In-Place (CIPP) Liner

BELGRAVIA AVE

GOLDEN STATE BLVD
Project Phase: B
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 665 LF ANNA ST SARAH ST GRACE ST
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
CIP Cast In Place Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CHURCH AVE ELM AVE

JENSEN AVE MARTIN LUTHER KING JR BLVD

GROVE AVE BARDELL ST CLARA AVE
Plat Area: 3055
Reccomendation: Install
Cured-In-Place (CIPP) Liner

GARRETT AVE

KAVILAND AVE

BYRD AVE

BURNS AVE

EUGENIA AVE
Project Phase: B
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 1,991 LF
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

CHURCH AVE CHERRY AVE

JENSEN AVE ELM AVE

GROVE AVE HOLLY AVE LILY AVE ROSE AVE
Plat Area: 3056
Reccomendation: Install
Cured-In-Place (CIPP) Liner
Project Phase: C
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 3,087 LF POPPY AVE LOTUS AVE HWY 41 NICHOLAS AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
City of Fresno
Wastewater Collection System Master Plan

CAPITAL IMPROVEMENT PLAN

HIGH MOSR SEWER REPAIRS

JENSEN AVE ELM AVE

ANNADALE AVE MARTIN LUTHER KING JR BLVD

VINE AVE BARDELL ST TUPMAN ST IVY AVE
Plat Area: 3155
Reccomendation: Install
Cured-In-Place (CIPP) Liner

DOROTHY AVE

CALWA AVE

DRUMOND AVE
Project Phase: A
Project Purpose: Rehabilitation
of Existing Sewer Facilities
Pipe Diameter Quantities:
8" 1,945 LF CLARA AVE
Legend
Rehabilitation Required
Other Sewers City Limits
Parcel Boundary Sewer Manhole
Plat Boundary
VCP Vitrified Clay Pipe Sewer Manhole Number
pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX G –BCF-PACP RATING SYSTEM

pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX H – BCF-POINT REPAIRS
BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1 533 W AUDUBON 1054-02 1054-01 8 Polyvinyl Chloride 605 5 HVV 2 5622 W ATHENS AVE 1145-12 1145-09 8 Polyvinyl Chloride 247 4 D 3 7653 N ELLENDALE AVE 1145-43 1145-42 6 Polyvinyl Chloride 339 13 D 4 7653 N ELLENDALE AVE 1145-43 1145-42 6 Polyvinyl Chloride 339 13 D 5 7653 N ELLENDALE AVE 1145-43 1145-42 6 Polyvinyl Chloride 339 13 D 6 4897 W BLUFF AVE 1146-13 1146-12 8 Polyvinyl Chloride 194 4 D 7 2865 W DECATUR AVE 1150-25 1150-24 8 Asbestos Cement Pipe 141 9 H 8 2865 W DECATUR AVE 1150-25 1150-24 8 Asbestos Cement Pipe 141 9 H 9 2865 W DECATUR AVE 1150-25 1150-24 8 Asbestos Cement Pipe 141 9 H 10 7581 N MONTE AVE 1150-33 1150-25 8 Asbestos Cement Pipe 315 8 HSV 11 2483 W BLUFF AVE 1151-06 1151-07 8 Vitrified Clay Pipe 280 5 B 12 7341 N BOND ST 1258-23 1258-24 6 Vitrified Clay Pipe 374 5 B 13 6716 N DANTE AVE 1345-60 1345-61 6 Polyvinyl Chloride 153 8 D 14 6716 N DANTE AVE 1345-60 1345-61 6 Polyvinyl Chloride 153 8 D 15 6776 N VAN NESS BLVD 1350-03 1350-02 8 Vitrified Clay Pipe 272 5 BVV 16 570 E MAGILL AVE 1357-15 1357-16 8 Vitrified Clay Pipe 140 5 BVV 17 705 E PAUL AVE 1357-39 1357-44 8 Vitrified Clay Pipe 528 18 B 18 705 E PAUL AVE 1357-39 1357-44 8 Vitrified Clay Pipe 528 18 B 19 705 E PAUL AVE 1357-39 1357-44 8 Vitrified Clay Pipe 528 18 D 20 637 E PAUL VE 1357-42 1357-43 8 Vitrified Clay Pipe 282 13 B 21 637 E PAUL VE 1357-42 1357-43 8 Vitrified Clay Pipe 282 13 D 22 1155 E FREMONT AVE 1358-12 1358-13 8 Vitrified Clay Pipe 50 5 B 23 6510 N FOURTH ST 1358-21 1358-22 6 Vitrified Clay Pipe 337 5 B 24 6414 N FOURTH ST 1358-23 1358-22 6 Vitrified Clay Pipe 200 104 B 25 6414 N FOURTH ST 1358-23 1358-22 6 Vitrified Clay Pipe 200 104 H 26 1023 E WATHEN AVE 1358-30 1357-54 8 Vitrified Clay Pipe 400 5 BVV 27 1019 E LOS ALTOS AVE 1358-32 1357-56 8 Vitrified Clay Pipe 450 8 B 28 6410 N FLORA AVE 1358-37 1358-47 8 Vitrified Clay Pipe 405 16 B 29 6410 N FLORA AVE 1358-37 1358-47 8 Vitrified Clay Pipe 405 16 B 30 1674 E MAGILL AVE 1359-06 1359-08 8 Vitrified Clay Pipe 500 17 B 31 1580 E MAGILL AVE 1359-09 1359-11 8 Vitrified Clay Pipe 631 8 XP 32 1612 E PALO ALTO AVE 1359-17 1359-19 8 Vitrified Clay Pipe 289 5 B 33 1660 E PALO ALTO AVE 1359-22 1359-23 8 Vitrified Clay Pipe 142 5 B 34 1663 E LOS ALTOS AVE 1359-52 1359-72 8 Vitrified Clay Pipe 630 5 B 35 6057 N POLK AVE 1444-03 1444-02 8 Polyvinyl Chloride 156 5 B 36 5509 W STUART AVE 1444-08 1444-10 6 Polyvinyl Chloride 75 4 D 37 6399 N CLEO AVE 1445-13 1445-14 6 Polyvinyl Chloride 413 5 D P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 1 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
38 6178 N MITRE AVE 1446-02 1446-03 6 Polyvinyl Chloride 520 5 B 39 6068 N GENTRY AVE 1448-04 1448-02 8 Vitrified Clay Pipe 134 4 D 40 3645 W ATWATER AVE 1448-56 1448-90 6 Polyvinyl Chloride 400 5 H 41 122 E BULLARD AVE 1456-01 1456-02 6 Cast Iron 450 5 SRC 42 781 E STUART AVE 1457-64 1457-63 8 Vitrified Clay Pipe 450 10 B 43 781 E STUART AVE 1457-64 1457-63 8 Vitrified Clay Pipe 450 10 BVV 44 1411 E ESCALON AVE 1458-24 1458-36 12 Vitrified Clay Pipe 663 5 BVV 45 6307 N EIGHTH ST 1459-04 1459-05 6 Vitrified Clay Pipe 142 10 B 46 6307 N EIGHTH ST 1459-04 1459-05 6 Vitrified Clay Pipe 142 10 B 47 1449 E SAMPLE AVE 1459-10 1459-11 6 Vitrified Clay Pipe 475 5 B 48 4433 W BULLARD AVE 1547-25 1546-13 12 Polyvinyl Chloride 604 5 BSV 49 5610 N ARTHUR AVE 1553-16 1553-17 8 Vitrified Clay Pipe 318 5 BSV 50 5424 N PALM AVE 1553-21 1553-01 8 Vitrified Clay Pipe 489 5 BVV 51 590 W ROBINWOOD LN 1554-31 1554-11 6 Vitrified Clay Pipe 368 5 B 52 5680 N MAROA AVE 1554-44 1554-21 10 Vitrified Clay Pipe 656 15 B 53 5680 N MAROA AVE 1554-44 1554-21 10 Vitrified Clay Pipe 656 15 B 54 5680 N MAROA AVE 1554-44 1554-21 10 Vitrified Clay Pipe 656 15 BSV 55 5422 N BLACKSTONE AVE 1555-28 1555-01 10 Vitrified Clay Pipe 610 5 B 56 50 W BULLARD AVE 1555-41 1555-42 12 Vitrified Clay Pipe 327 5 BVV 57 715 E ROBINWOOD LN 1557-12 1557-13 6 Vitrified Clay Pipe 469 23 B 58 715 E ROBINWOOD LN 1557-12 1557-13 6 Vitrified Clay Pipe 469 23 B 59 715 E ROBINWOOD LN 1557-12 1557-13 6 Vitrified Clay Pipe 469 23 B 60 715 E ROBINWOOD LN 1557-12 1557-13 6 Vitrified Clay Pipe 469 23 B 61 19 E WRENWOOD LN 1557-18 1557-17 6 Vitrified Clay Pipe 469 12 B 62 5563 N FIRST ST 1557-19 1557-20 6 Vitrified Clay Pipe 469 11 B 63 653 E DOVEWOOD LN 1557-20 1557-21 8 Vitrified Clay Pipe 469 5 B 64 5521 N CALLISCH ST 1557-21 1557-16 8 Vitrified Clay Pipe 260 5 H 65 739 E BROWING AVE 1557-31 1557-30 6 Vitrified Clay Pipe 376 10 B 66 739 E BROWING AVE 1557-31 1557-30 6 Vitrified Clay Pipe 376 10 B 67 713 E ROBERTS AVE 1557-33 1557-35 8 Vitrified Clay Pipe 269 10 BVV 68 713 E ROBERTS AVE 1557-33 1557-35 8 Vitrified Clay Pipe 269 10 BVV 69 677 E ROBERTS AVE 1557-36 1557-29 10 Vitrified Clay Pipe 260 5 B 70 585 E ROBERTS AVE 1557-43 1557-38 8 Vitrified Clay Pipe 490 5 B 71 5671 N AUGUSTA ST 1557-57 1557-56 6 Vitrified Clay Pipe 260 5 BSV 72 1236 E BARSTOW AVE 1558-12 1558-13 6 Vitrified Clay Pipe 443 8 B 73 1295 E LOFTUS LN 1558-20 1558-19 8 Vitrified Clay Pipe 210 5 B 74 1255 E ALMENDRA DR 1558-27 1558-28 8 Vitrified Clay Pipe 316 15 BVV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 2 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
75 5543 N BOND ST 1558-29 1558-30 12 Vitrified Clay Pipe 135 8 BVV 76 5411 N BOND ST 1558-31 1558-06 12 Vitrified Clay Pipe 500 8 B 77 5581 N BOND ST 1558-32 1558-29 12 Vitrified Clay Pipe 130 5 B 78 1267 E BULLARD AVE 1558-36 1558-37 6 Vitrified Clay Pipe 511 27 B 79 1267 E BULLARD AVE 1558-36 1558-37 6 Vitrified Clay Pipe 511 27 B 80 1267 E BULLARD AVE 1558-36 1558-37 6 Vitrified Clay Pipe 511 27 B 81 1267 E BULLARD AVE 1558-36 1558-37 6 Vitrified Clay Pipe 511 27 B 82 5616 N FOURTH ST 1558-39 1558-38 8 Vitrified Clay Pipe 165 9 BVV 83 5627 N BOND ST 1558-60 1558-34 8 Vitrified Clay Pipe 528 55 B 84 5627 N BOND ST 1558-60 1558-34 8 Vitrified Clay Pipe 528 55 CH3 85 5627 N BOND ST 1558-60 1558-34 8 Vitrified Clay Pipe 528 55 FH3 86 5420 N NINTH ST 1559-03 1559-44 10 Vitrified Clay Pipe 150 8 B 87 5494 N NINTH ST 1559-14 1559-04 10 Vitrified Clay Pipe 683 5 H 88 1535 E ALMENDRA DR 1559-15 1559-16 6 Vitrified Clay Pipe 590 5 B 89 1568 E LOFTUS LN 1559-16 1559-14 10 Vitrified Clay Pipe 590 15 B 90 1568 E LOFTUS LN 1559-16 1559-14 10 Vitrified Clay Pipe 590 15 B 91 1568 E LOFTUS LN 1559-16 1559-14 10 Vitrified Clay Pipe 590 15 B 92 6537 N TENTH ST 1559-23 1559-22 8 Vitrified Clay Pipe 387 103 CH3 93 5645 N TENTH ST 1559-24 1559-23 8 Vitrified Clay Pipe 687 135 B 94 5645 N TENTH ST 1559-24 1559-23 8 Vitrified Clay Pipe 687 135 B 95 5645 N TENTH ST 1559-24 1559-23 8 Vitrified Clay Pipe 687 135 CH3 96 5106 W SHAW AVE 1645-26 1645-28 6 Cast Iron 185 165 SRC 97 5106 W SHAW AVE 1645-26 1645-28 6 Cast Iron 185 165 SRC 98 5106 W SHAW AVE 1645-26 1645-28 6 Cast Iron 185 165 SRC 99 5123 W MISSION AVE 1645-28 1645-29 6 Cast Iron 212 165 SRC 100 5123 W MISSION AVE 1645-28 1645-29 6 Cast Iron 212 165 SRC 101 1529 W SAN MADELE AVE 1652-05 1652-06 8 Vitrified Clay Pipe 657 8 B 102 1621 W SAN BRUNO AVE 1652-16 1652-17 8 Vitrified Clay Pipe 319 5 B 103 W SAN MADELE AVE 1653-08 1653-09 8 Vitrified Clay Pipe 490 5 B 104 594 W SAN JOSE AVE 1654-14 1654-48 8 Vitrified Clay Pipe 312 5 BSV 105 5212 N MAROA AVE 1654-17 1655-16 12 Vitrified Clay Pipe 659 5 B 106 594 W SAN JOSE AVE 1654-48 1654-15 8 Vitrified Clay Pipe 207 5 B 107 5365 N SAN PABLO AVE 1655-33 1655-53 8 Vitrified Clay Pipe 327 5 B 108 5262 N BLACKSTONE AVE 1655-51 1655-41 6 Vitrified Clay Pipe 470 13 B 109 5262 N BLACKSTONE AVE 1655-51 1655-41 6 Vitrified Clay Pipe 470 13 BSV 110 5321 N FRESNO ST 1656-09 1556-03 10 Vitrified Clay Pipe 656 5 BSV 111 50 E SHAW AVE 1656-16 1656-17 8 Vitrified Clay Pipe 493 29 HVV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 3 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
112 1255 E BARSTOW AVE 1658-15 1658-14 8 Vitrified Clay Pipe 494 20 BSV 113 1257 E BRUNO AVE 1658-18 1658-22 8 Vitrified Clay Pipe 280 17 B 114 1365 E BULLDOG LN 1658-29 1658-30 8 Vitrified Clay Pipe 705 32 B 115 5240 N SIXTH ST 1659-03 1659-04 8 Vitrified Clay Pipe 332 5 B 116 4915 N DALE AVE 1745-21 1745-23 8 Cast Iron 484 5 SRC 117 4915 N DALE AVE 1745-21 1745-23 8 Cast Iron 484 5 SRC 118 4915 N CRYSTAL AVE 1751-28 1751-29 8 Cast Iron 195 0 SRC 119 4707 N WARREN AVE 1751-43 1751-46 10 Vitrified Clay Pipe 190 5 B 120 4717 N WARREN AVE 1751-45 1751-46 8 Vitrified Clay Pipe 52 8 BSV 121 1221 W GETTYSBURG AVE 1752-26 1751-50 8 Vitrified Clay Pipe 623 14 BSV 122 4660 N DELNO AVE 1752-52 1752-54 6 Vitrified Clay Pipe 241 5 B 123 235 SANTA ANA AVE 1753-06 1753-07 8 Vitrified Clay Pipe 658 5 B 124 4710 N SAFFORD AVE 1753-35 1753-36 8 Vitrified Clay Pipe 654 8 B 125 4919 N MAROA AVE 1754-42 1754-43 8 Vitrified Clay Pipe 578 3 H 126 4589 N GLENN AVE 1755-28 1755-27 12 Vitrified Clay Pipe 655 5 BSV 127 4911 N GLENN AVE 1755-38 SN17550001 8 Vitrified Clay Pipe 368 10 B 128 4911 N GLENN AVE 1755-38 SN17550001 8 Vitrified Clay Pipe 368 10 B 129 4911 N GLENN AVE 1755-38 1755-43 8 Vitrified Clay Pipe 518 13 BSV 130 4911 N GLENN AVE 1755-38 1755-43 8 Vitrified Clay Pipe 518 13 CH4 131 4748 N SAN PABLO AVE 1755-56 1755-57 6 Cast Iron 398 380 SRC 132 4748 N SAN PABLO AVE 1755-56 1755-57 6 Cast Iron 398 380 SRC 133 2004 E PORTOLA AVE 1756-10 1756-08 6 Vitrified Clay Pipe 516 25 B 134 2004 E PORTOLA AVE 1756-10 1756-08 6 Vitrified Clay Pipe 516 25 BSV 135 4609 N CLARK ST 1756-11 1756-04 6 Vitrified Clay Pipe 327 9 B 136 4710 N VALERIA ST 1756-19 1756-18 8 Vitrified Clay Pipe 3297 5 BSV 137 2044 E ACACIA AVE 1756-38 1756-70 6 Vitrified Clay Pipe 220 10 B 138 2044 E ACACIA AVE 1756-38 1756-70 6 Vitrified Clay Pipe 220 10 B 139 4947 N THESTA ST 1756-46 1756-45 6 Vitrified Clay Pipe 525 116 B 140 4947 N THESTA ST 1756-46 1756-45 6 Vitrified Clay Pipe 525 116 BVV 141 4944 N DIANA ST 1756-54 1756-63 6 Vitrified Clay Pipe 490 21 B 142 4944 N DIANA ST 1756-54 1756-63 6 Vitrified Clay Pipe 490 21 B 143 4865 N DIANA ST 1756-56 1756-57 6 Vitrified Clay Pipe 232 14 B 144 4863 N DOON WAY 1756-58 1756-59 6 Vitrified Clay Pipe 105 5 BSV 145 4863 N DOON WAY 1756-58 1756-33 6 Vitrified Clay Pipe 480 17 B 146 1914 E SANTA ANA AVE 1756-60 1756-35 8 Vitrified Clay Pipe 500 96 B 147 1914 E SANTA ANA AVE 1756-60 1756-35 8 Vitrified Clay Pipe 500 96 B 148 1914 E SANTA ANA AVE 1756-60 1756-35 8 Vitrified Clay Pipe 500 96 BSV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 4 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
149 4946 N EFFIE ST 1756-61 1756-60 8 Vitrified Clay Pipe 464 156 B 150 4946 N EFFIE ST 1756-61 1756-60 8 Vitrified Clay Pipe 464 156 B 151 4605 N MILLBROOK AVE 1758-04 1758-01 18 Reinforced Concrete Pipe 67 5 HSV 152 3602 E RIALTO AVE 1758-43 1758-44 6 Vitrified Clay Pipe 459 11 B 153 4715 N FIFTH ST 1758-44 1758-42 6 Vitrified Clay Pipe 450 5 B 154 4847 N SIXTH ST 1758-48 1758-46 8 Vitrified Clay Pipe 385 8 B 155 3305 E SIERRA MADRE AVE 1758-61 1758-60 8 Vitrified Clay Pipe 659 16 B 156 1110 E SHAW AVE 1758-67 1758-68 8 Cast Iron 393 5 SRC 157 1110 E SHAW AVE 1758-67 1758-68 8 Cast Iron 393 5 SRC 158 3889 E RIALTO AVE 1759-27 1759-28 8 Vitrified Clay Pipe 280 5 B 159 3633 E FAIRMONT AVE 1759-41 1759-42 6 Vitrified Clay Pipe 130 8 B 160 3542 E FAIRMONT AVE 1759-42 1758-53 8 Vitrified Clay Pipe 489 27 B 161 4450 E SANTA ANNA AVE 1760-32 1760-59 15 Vitrified Clay Pipe 655 5 B 162 2720 TULARE ST 2656-62 2657-35 6 Vitrified Clay Pipe 521 23 B 163 2720 TULARE ST 2656-62 2657-35 6 Vitrified Clay Pipe 521 23 B 164 2720 TULARE ST 2656-62 2657-35 6 Vitrified Clay Pipe 521 23 H 165 2720 TULARE ST 2656-62 2657-35 6 Vitrified Clay Pipe 521 23 H 166 4790 W ASHLAN AVE 1846-06 1846-07 12 Polyvinyl Chloride 660 5 HSV 167 4475 W ILA AVE 1851-57 1851-58 6 Vitrified Clay Pipe 83 3 H 168 1019 W SWIFT AVE 1852-11 1852-12 6 Vitrified Clay Pipe 360 5 B 169 4410 N TEILMAN AVE 1852-40 1852-28 6 Vitrified Clay Pipe 655 5 B 170 4546 N WEST AVE 1852-51 1851-67 6 Vitrified Clay Pipe 561 5 B 171 1046 W INDIANAPOLIS AVE 1852-52 1852-35 6 Vitrified Clay Pipe 498 5 HSV 172 131 W HOLLAND AVE 1853-11 1853-10 6 Vitrified Clay Pipe 480 5 B 173 12 E SWIFT AVE 1853-22 1853-18 6 Vitrified Clay Pipe 453 5 B 174 HOLLAND & PALM INTERSECTION 1853-29 1853-28 6 Vitrified Clay Pipe 510 5 BVV 175 530 E HOLLAND AVE 1854-11 1854-12 8 Vitrified Clay Pipe 666 5 B 176 4285 N BLACKSTONE AVE 1855-32 1855-31 8 Vitrified Clay Pipe 597 5 H 177 2033 E ASHCROFT AVE 1856-04 1856-06 6 Cast Iron 233 200 SRC 178 2033 E ASHCROFT AVE 1856-04 1856-06 6 Cast Iron 233 200 SRC 179 4429 N FRESNO ST 1856-40 1856-42 6 Vitrified Clay Pipe 341 5 B 180 2432 E RICHERT AVE 1856-45 1856-44 6 Vitrified Clay Pipe 527 28 B 181 470 N FRESNO ST 1857-11 1856-36 6 Vitrified Clay Pipe 364 29 B 182 470 N FRESNO ST 1857-11 1856-36 6 Vitrified Clay Pipe 364 29 CH4 183 4455 N AUGUSTA ST 1857-17 1857-26 6 Vitrified Clay Pipe 400 79 B 184 4455 N AUGUSTA ST 1857-17 1857-26 6 Vitrified Clay Pipe 400 79 B 185 3823 E DONNER AVE 1859-05 1859-04 6 Vitrified Clay Pipe 450 96 H P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 5 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
186 3823 E DONNER AVE 1859-05 1859-04 6 Vitrified Clay Pipe 450 96 HSV 187 3823 E DONNER AVE 1859-05 1859-04 6 Vitrified Clay Pipe 450 96 HSV 188 3823 E DONNER AVE 1859-05 1859-04 6 Vitrified Clay Pipe 450 96 HVV 189 3823 E DONNER AVE 1859-05 1859-04 6 Vitrified Clay Pipe 450 96 HVV 190 4410 N MERIDIAN AVE 1860-43 1860-51 8 Vitrified Clay Pipe 221 5 BSV 191 4133 W SAGINAW WAY 1947-04 1947-05 6 Polyvinyl Chloride 470 11 D 192 3884 N MANOR AVE 1951-49 1951-51 6 Vitrified Clay Pipe 500 43 B 193 3884 N MANOR AVE 1951-49 1951-51 6 Vitrified Clay Pipe 500 43 B 194 3884 N MANOR AVE 1951-49 1951-51 6 Vitrified Clay Pipe 500 43 B 195 3884 N MANOR AVE 1951-49 1951-51 6 Vitrified Clay Pipe 500 43 B 196 3884 N MANOR AVE 1951-49 1951-51 6 Vitrified Clay Pipe 500 43 B 197 934 W PONTIAC WAY 1952-11 1952-09 6 Vitrified Clay Pipe 633 17 H 198 934 W PONTIAC WAY 1952-11 1952-09 6 Vitrified Clay Pipe 633 17 H 199 934 W PONTIAC WAY 1952-11 1952-09 6 Vitrified Clay Pipe 633 17 H 200 934 W PONTIAC WAY 1952-11 1952-09 6 Vitrified Clay Pipe 633 17 H 201 934 W PONTIAC WAY 1952-11 1952-09 6 Vitrified Clay Pipe 633 17 HSV 202 36 E GRIFFITH WAY 1953-18 1953-17 8 Vitrified Clay Pipe 486 5 B 203 3862 N WILSON AVE 1954-50 1954-54 8 Vitrified Clay Pipe 330 15 B 204 3862 N WILSON AVE 1954-50 1954-54 8 Vitrified Clay Pipe 330 15 BVV 205 3862 N WILSON AVE 1954-50 1954-54 8 Vitrified Clay Pipe 330 15 BVV 206 3927 N BLACKSTONE AVE 1955-31 1955-38 8 Cast Iron 662 0 SRC 207 2516 E HAMPTON WAY 1956-41 1956-08 6 Vitrified Clay Pipe 119 5 B 208 1837 E SAGINAW WAY 1956-43 1956-42 6 Vitrified Clay Pipe 599 51 B 209 1837 E SAGINAW WAY 1956-43 1956-42 6 Vitrified Clay Pipe 599 51 B 210 1837 E SAGINAW WAY 1956-43 1956-42 6 Vitrified Clay Pipe 599 51 B 211 1837 E SAGINAW WAY 1956-43 1956-42 6 Vitrified Clay Pipe 599 51 BSV 212 3902 N MARIPOSA ST 1957-54 1957-66 8 Vitrified Clay Pipe 433 41 B 213 3822 N MARIPOSA ST 1957-66 2057-05 8 Vitrified Clay Pipe 440 16 B 214 4530 E ASHLAN AVE 1960-03 1960-02 15 Polyvinyl Chloride 640 5 B 215 3445 CLOVIS AVE 1966-61 1966-29 6 Vitrified Clay Pipe 250 5 HVV 216 3845 N SHIRLEY AVE 1967-04 1967-05 8 Vitrified Clay Pipe 281 10 B 217 3845 N SHIRLEY AVE 1967-04 1967-05 8 Vitrified Clay Pipe 281 10 BSV 218 5936 E LANSING WAY 1967-12 1967-13 8 Vitrified Clay Pipe 192 5 BSV 219 5971 E PONTIAC WAY 1967-43 1967-44 8 Vitrified Clay Pipe 151 5 B 220 4245 W. ANDREWS AVE 2047-40 2047-41 6 Polyvinyl Chloride 405 10 D 221 4245 W ANDREWS AVE 2047-40 2047-41 6 Polyvinyl Chloride 405 10 D 222 2244 W SHIELDS AVE 2050-38 2050-30 6 Vitrified Clay Pipe 260 5 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 6 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
223 3216 N WEST AVE 2052-01 2051-15 6 Vitrified Clay Pipe 682 5 XP 224 536 W SHIELDS AVE 2052-05 2052-06 8 Vitrified Clay Pipe 643 16 BSV 225 536 W SHIELDS AVE 2052-05 2052-06 8 Vitrified Clay Pipe 643 16 BSV 226 54 E DAKOTA AVE 2053-04 2053-03 8 Concrete Pipe 654 12 BVV 227 3758 N PALM AVE 2053-05 2053-04 6 Vitrified Clay Pipe 598 53 B 228 3758 N PALM AVE 2053-05 2053-04 6 Vitrified Clay Pipe 598 53 B 229 3758 N PALM AVE 2053-05 2053-04 6 Vitrified Clay Pipe 598 53 B 230 3758 N PALM AVE 2053-05 2053-04 6 Vitrified Clay Pipe 598 53 BSV 231 3717 N PALM AVE 2053-06 2053-28 6 Vitrified Clay Pipe 628 77 H 232 3621 N PALM AVE 2053-10 2053-36 8 Concrete Pipe 627 11 B 233 307 E FOUNTAIN 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 B 234 307 E FOUNTAIN 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 B 235 307 E FOUNTAIN 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 B 236 307 E FOUNTAIN 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 H 237 307 E FOUNTAIN 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 H 238 307 E FOUNTAIN 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 H 239 307 E FOUNTAIN 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 H 240 3219 N PALM AVE 2053-17 2053-51 6 Vitrified Clay Pipe 602 31 B 241 350 W SHIELDS AVE 2053-22 2053-23 6 Vitrified Clay Pipe 232 23 B 242 350 W SHIELDS AVE 2053-22 2053-23 6 Vitrified Clay Pipe 232 23 B 243 95 E GARLAND AVE 2053-28 2053-26 6 Vitrified Clay Pipe 675 34 H 244 93 E FEDORA AVE 2053-30 2053-31 6 Vitrified Clay Pipe 655 31 B 245 93 E FEDORA AVE 2053-30 2053-31 6 Vitrified Clay Pipe 655 31 BVV 246 305 W DAYTON AVE 2053-37 2053-38 8 Concrete Pipe 621 16 H 247 305 W DAYTON AVE 2053-37 2053-38 8 Concrete Pipe 621 16 H 248 43 E CORTLAND AVE 2053-41 2053-40 6 Vitrified Clay Pipe 655 51 B 249 135 E ANDREWS AVE 2053-45 2053-46 6 Vitrified Clay Pipe 454 22 H 250 3797 N EFFIE ST 2056-01 2056-58 6 Vitrified Clay Pipe 715 43 B 251 3797 N EFFIE ST 2056-01 2056-58 6 Vitrified Clay Pipe 715 43 B 252 3797 N EFFIE ST 2056-01 2056-58 6 Vitrified Clay Pipe 715 43 BVV 253 3605 N EFFIE ST 2056-47 2056-45 8 Vitrified Clay Pipe 90 8 XP 254 2704 E DAKOTA AVE 2057-04 2057-02 6 Vitrified Clay Pipe 598 20 XP 255 3686 N AGUSTA ST 2057-39 2057-38 6 Vitrified Clay Pipe 281 17 B 256 2840 E GARLAND 2057-44 2057-43 6 Vitrified Clay Pipe 496 8 B 257 3554 N MARIPOSA ST 2057-46 2057-47 6 Vitrified Clay Pipe 265 27 H 258 3334 N MARIPOSA ST 2057-48 2057-49 6 Vitrified Clay Pipe 437 24 B 259 3320 N ANGUS ST 2057-51 2057-50 6 Vitrified Clay Pipe 356 36 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 7 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
260 3536 N ANGUS ST 2057-52 2057-51 6 Vitrified Clay Pipe 561 53 B 261 2818 E FEDORA AVE 2057-55 2057-54 6 Vitrified Clay Pipe 148 15 B 262 2818 E FEDORA AVE 2057-55 2057-54 6 Vitrified Clay Pipe 148 15 B 263 2818 E FEDORA AVE 2057-55 2057-54 6 Vitrified Clay Pipe 148 15 B 264 2904 E FEDORA AVE 2057-56 2057-55 6 Vitrified Clay Pipe 353 8 B 265 3267 N ORCHARD ST 2057-58 2057-60 6 Vitrified Clay Pipe 383 17 B 266 3553 N ORCHARD ST 2057-60 2057-61 6 Vitrified Clay Pipe 455 41 B 267 3553 N ORCHARD ST 2057-60 2057-61 6 Vitrified Clay Pipe 455 41 B 268 3407 N ORCHARD ST 2057-61 2057-62 6 Vitrified Clay Pipe 443 45 B 269 3403 N ORCHARD ST 2057-62 2057-63 6 Vitrified Clay Pipe 329 33 B 270 3662 N ANGUS ST 2057-70 2057-55 6 Vitrified Clay Pipe 286 10 B 271 3662 N ANGUS ST 2057-70 2057-55 6 Vitrified Clay Pipe 286 10 B 272 3443 N MILLBROOK AVE 2058-16 2058-15 6 Vitrified Clay Pipe 308 11 B 273 3452 N THIRD ST 2058-26 2058-29 6 Vitrified Clay Pipe 357 5 B 274 3201 E SHIELDS AVE 2058-31 2058-23 8 Vitrified Clay Pipe 481 12 B 275 3614 N VIRGINIA AVE 2058-34 2058-35 6 Vitrified Clay Pipe 378 8 B 276 3427 E CORTLAND AVE 2058-43 2058-44 6 Vitrified Clay Pipe 552 5 BSV 277 3445 N BOND ST 2058-45 2058-44 6 Vitrified Clay Pipe 275 22 B 278 3445 N BOND ST 2058-45 2058-44 6 Vitrified Clay Pipe 275 22 B 279 3445 N BOND ST 2058-45 2058-44 6 Vitrified Clay Pipe 275 22 B 280 3442 N FOURTH ST 2058-51 2058-52 6 Vitrified Clay Pipe 292 11 B 281 3446 N FIFTH ST 2058-52 2058-54 6 Vitrified Clay Pipe 292 13 B 282 3446 N FIFTH ST 2058-52 2058-54 6 Vitrified Clay Pipe 292 13 B 283 3111 N SIXTH ST 2058-54 2058-15 6 Vitrified Clay Pipe 275 5 B 284 3442 E DAYTON AVE 2058-56 2058-57 6 Vitrified Clay Pipe 558 26 H 285 3524 E DAYTON AVE 2058-57 2058-14 6 Vitrified Clay Pipe 492 13 B 286 3524 E DAYTON AVE 2058-57 2058-14 6 Vitrified Clay Pipe 492 13 B 287 3542 E REDLANDS AVE 2058-59 2058-12 6 Vitrified Clay Pipe 492 18 B 288 3542 E REDLANDS AVE 2058-59 2058-12 6 Vitrified Clay Pipe 492 18 BVV 289 5348 E AIRWAYS BLVD 2064-05 2064-06 8 Polyvinyl Chloride 660 5 H 290 5884 E RAMONA WAY 2067-16 2067-64 8 Cast Iron 307 0 SRC 291 5849 E ANDREWS AVE 2067-44 2067-45 6 Vitrified Clay Pipe 473 5 H 292 2625 N ELLENDALE AVE 2145-05 2145-03 8 Polyvinyl Chloride 205 5 XP 293 2850 N CRYSTAL AVE 2151-16 2151-17 8 Vitrified Clay Pipe 663 70 B 294 1538 W MICHIGAN AVE 2151-34 2151-33 6 Vitrified Clay Pipe 575 49 B 295 3110 N HARRISON AVE 2153-02 2153-14 8 Vitrified Clay Pipe 656 57 B 296 2743 N FARRIS AVE 2153-44 2153-29 6 Vitrified Clay Pipe 600 20 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 8 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
297 2743 N FARRIS AVE 2153-44 2153-29 6 Vitrified Clay Pipe 600 20 H 298 2731 N HARRISON AVE 2153-46 2153-30 6 Vitrified Clay Pipe 646 5 B 299 305 E CLINTON AVE 2153-57 2154-83 6 Vitrified Clay Pipe 617 19 B 300 305 E CLINTON AVE 2153-57 2154-83 6 Vitrified Clay Pipe 617 19 D 301 304 E BROWN AVE 2153-62 2154-59 6 Vitrified Clay Pipe 635 11 BSV 302 3117 N WILSON AVE 2154-02 2154-03 6 Vitrified Clay Pipe 484 18 B 303 628 E SIMPSON AVE 2154-08 2154-17 6 Vitrified Clay Pipe 90 5 B 304 1036 E SIMPSON AVE 2154-104 2155-01 8 Vitrified Clay Pipe 638 56 B 305 1036 E SIMPSON AVE 2154-104 2155-01 8 Vitrified Clay Pipe 638 56 B 306 529 E TERRACE AVE 2154-107 2154-71 6 Vitrified Clay Pipe 661 46 BSV 307 2426 N VAN NESS BLVD 2154-108 2154-83 6 Vitrified Clay Pipe 663 14 BVV 308 629 E CORNELL AVE 2154-18 2154-24 6 Vitrified Clay Pipe 165 11 B 309 505 E BROWN AVE 2154-44 2154-59 10 Vitrified Clay Pipe 326 20 B 310 505 E BROWN AVE 2154-44 2154-59 10 Vitrified Clay Pipe 326 20 BSV 311 527 E BROWN AVE 2154-46 2154-44 6 Vitrified Clay Pipe 479 9 B 312 527 E BROWN AVE 2154-46 2154-44 6 Vitrified Clay Pipe 479 9 B 313 2640 N VAN NESS AVE 2154-50 2154-48 6 Vitrified Clay Pipe 177 5 B 314 625 E HARVARD AVE 2154-63 2154-62 6 Vitrified Clay Pipe 121 5 HSV 315 2611 N WISHON AVE 2154-64 2154-65 6 Vitrified Clay Pipe 121 19 BSV 316 2611 N WISHON AVE 2154-64 2154-65 6 Vitrified Clay Pipe 121 19 HVV 317 2611 N WISHON AVE 2154-64 2154-65 6 Vitrified Clay Pipe 121 19 XP 318 2644 N MAROA AVE 2154-69 2154-90 8 Vitrified Clay Pipe 166 16 B 319 745 E TERRACE AVE 2154-75 2154-73 6 Vitrified Clay Pipe 678 5 B 320 2426 N VAN NESS BLVD 2154-85 2154-108 6 Vitrified Clay Pipe 193 15 HSV 321 1044 E CORNELL AVE 2154-94 2155-14 8 Vitrified Clay Pipe 682 72 B 322 1044 E CORNELL AVE 2154-94 2155-14 8 Vitrified Clay Pipe 682 72 H 323 1044 E CORNELL AVE 2154-94 2155-14 8 Vitrified Clay Pipe 682 72 H 324 1323 E SIMPSON AVE 2155-04 2155-03 6 Vitrified Clay Pipe 661 76 BVV 325 1323 E SIMPSON AVE 2155-04 2155-03 6 Vitrified Clay Pipe 661 76 H 326 1545 E SIMPSON AVE 2155-05 2155-04 6 Vitrified Clay Pipe 489 79 B 327 1545 E SIMPSON AVE 2155-05 2155-04 6 Vitrified Clay Pipe 489 79 B 328 1405 E CORNELL AVE 2155-10 2155-09 6 Vitrified Clay Pipe 661 54 H 329 1405 E CORNELL AVE 2155-10 2155-09 6 Vitrified Clay Pipe 661 54 H 330 3006 N GLENN AVE 2155-11 2155-10 6 Vitrified Clay Pipe 488 33 B 331 3006 N GLENN AVE 2155-11 2155-10 6 Vitrified Clay Pipe 488 33 BSV 332 1624 E SIMPSON AVE 2155-12 2155-11 6 Vitrified Clay Pipe 125 12 BSV 333 3003 N BLACKSTONE AVE 2155-13 2155-11 6 Vitrified Clay Pipe 125 9 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 9 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
334 1243 E MICHIGAN AVE 2155-16 2155-15 8 Vitrified Clay Pipe 661 47 B 335 1337 E PRINCTON AVE 2155-24 2155-23 6 Vitrified Clay Pipe 661 44 B 336 2809 N BLACKSTONE AVE 2155-25 2155-24 8 Vitrified Clay Pipe 488 45 B 337 1620 N MICHIGAN AVE 2155-26 2155-25 6 Vitrified Clay Pipe 125 24 B 338 1145 E TERRACE AVE 2155-45 2155-46 6 Concrete Pipe 661 7 H 339 910 E TERRACE AVE 2155-50 2154-92 6 Vitrified Clay Pipe 588 16 BVV 340 3004 N MARIPOSA ST 2157-06 2157-05 8 Vitrified Clay Pipe 284 33 BVV 341 2514 N ANGUS ST 2157-42 2157-43 6 Concrete Pipe 638 170 H 342 2415 N FIRST ST 2157-47 2157-46 6 Concrete Pipe 617 20 H 343 3426 E SIMPSON AVE 2158-03 2158-04 6 Vitrified Clay Pipe 690 21 B 344 3426 E SIMPSON AVE 2158-03 2158-04 6 Vitrified Clay Pipe 690 21 B 345 3426 E SIMPSON AVE 2158-03 2158-04 6 Vitrified Clay Pipe 690 21 B 346 2836 N BOND AVE 2158-11 2158-10 6 Vitrified Clay Pipe 217 5 B 347 3401 E HARVARD AVE 2158-31 2158-38 8 Vitrified Clay Pipe 280 11 BVV 348 3012 N SEVENTH ST 2159-16 2159-01 6 Vitrified Clay Pipe 541 40 B 349 3012 N SEVENTH ST 2159-16 2159-01 6 Vitrified Clay Pipe 541 40 BVV 350 2030 N WEST AVE 2252-43 2251-25 6 Vitrified Clay Pipe 668 218 BVV 351 438 W WELDON AVE 2253-41 2253-51 8 Vitrified Clay Pipe 647 18 B 352 1749 N ARTHUR AVE 2253-81 2253-78 6 Vitrified Clay Pipe 632 78 B 353 1749 N ARTHUR AVE 2253-81 2253-78 6 Vitrified Clay Pipe 632 78 B 354 622 E CLINTON AVE 2254-06 2254-05 6 Vitrified Clay Pipe 441 12 BSV 355 740 E CLINTON AVE 2254-07 2254-06 6 Vitrified Clay Pipe 400 15 HVV 356 2325 N MAROA AVE 2254-08 2254-11 6 Vitrified Clay Pipe 409 24 HSV 357 2325 N MAROA AVE 2254-08 2254-11 6 Vitrified Clay Pipe 409 24 HVV 358 2325 N MAROA AVE 2254-08 2254-11 6 Vitrified Clay Pipe 409 24 HVV 359 904 E YALE AVE 2254-13 2254-23 8 Vitrified Clay Pipe 320 14 B 360 805 E YALE AVE 2254-14 2254-13 6 Vitrified Clay Pipe 455 36 B 361 805 E YALE AVE 2254-14 2254-13 6 Vitrified Clay Pipe 455 36 B 362 805 E YALE AVE 2254-14 2254-13 6 Vitrified Clay Pipe 455 36 B 363 2220 N VAN NESS BLVD 2254-15 2254-14 6 Vitrified Clay Pipe 815 35 B 364 2220 N VAN NESS BLVD 2254-15 2254-14 6 Vitrified Clay Pipe 815 35 B 365 2220 N VAN NESS BLVD 2254-15 2254-14 6 Vitrified Clay Pipe 815 35 B 366 2220 N VAN NESS BLVD 2254-15 2254-14 6 Vitrified Clay Pipe 815 35 HVV 367 2124 N VAN NESS BLVD 2254-21 2254-22 6 Vitrified Clay Pipe 838 40 B 368 901 E WELDON AVE 2254-26 2255-01 8 Vitrified Clay Pipe 158 11 BSV 369 850 E CAMBRIDGE AVE 2254-27 2254-25 6 Vitrified Clay Pipe 434 5 B 370 2019 N WILSON AVE 2254-33 2254-34 6 Vitrified Clay Pipe 165 12 H P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 10 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
371 2019 N WILSON AVE 2254-33 2254-34 6 Vitrified Clay Pipe 165 12 H 372 1922 N ECHO AVE 2254-38 2254-39 6 Vitrified Clay Pipe 859 24 B 373 N WISHON AVE 2254-42 2254-41 6 Vitrified Clay Pipe 454 5 H 374 1808 N WISHON AVE 2254-42 2254-41 6 Vitrified Clay Pipe 454 5 HVV 375 1814 N ECHO AVE 2254-44 2254-42 6 Vitrified Clay Pipe 851 33 B 376 1814 N ECHO AVE 2254-44 2254-42 6 Vitrified Clay Pipe 851 33 B 377 1814 N ECHO AVE 2254-44 2254-42 6 Vitrified Clay Pipe 851 33 HSV 378 1138 E VASSAR AVE 2255-21 2255-22 6 Vitrified Clay Pipe 344 9 D 379 1138 E YALE AVE 2255-25 2255-23 6 Vitrified Clay Pipe 465 5 BVV 380 1522 E YALE AVE 2255-28 2255-27 6 Concrete Pipe 364 215 B 381 1610 E YALE AVE 2255-29 2255-28 6 Concrete Pipe 417 320 HVV 382 2104 N COLLEGE AVE 2255-41 2255-59 6 Vitrified Clay Pipe 333 20 B 383 2104 N COLLEGE AVE 2255-41 2255-59 6 Vitrified Clay Pipe 333 20 B 384 2104 N COLLEGE AVE 2255-41 2255-59 6 Vitrified Clay Pipe 333 20 B 385 2104 N COLLEGE AVE 2255-41 2255-59 6 Vitrified Clay Pipe 333 20 B 386 2929 E NORMAL AVE 2257-27 2257-28 8 Cast Iron 395 5 SRC 387 4556 E UNIVERSITY AVE 2260-09 2260-25 6 Cast Iron 350 10 BSV 388 4556 E UNIVERSITY AVE 2260-09 2260-25 6 Cast Iron 350 10 BVV 389 4556 E UNIVERSITY AVE 2260-09 2260-25 6 Cast Iron 350 10 SRC 390 4207 E WELDON 2260-38 2259-32 8 Vitrified Clay Pipe 296 10 H 391 4207 E WELDON 2260-38 2259-32 8 Vitrified Clay Pipe 296 10 H 392 537 W HAMMOND AVE 2352-09 2352-08 6 Vitrified Clay Pipe 617 104 B 393 537 W HAMMOND AVE 2352-09 2352-08 6 Vitrified Clay Pipe 617 104 B 394 734 W HAMMOND AVE 2352-14 2352-71 8 Polyvinyl Chloride 266 19 B 395 734 W HAMMOND AVE 2352-14 2352-71 8 Polyvinyl Chloride 266 19 H 396 1225 N VAGEDES AVE 2352-17 2352-07 6 Vitrified Clay Pipe 460 9 HSV 397 1315 N FRUIT AVE 2352-20 2352-19 6 Vitrified Clay Pipe 667 58 B 398 1315 N FRUIT AVE 2352-20 2352-19 6 Vitrified Clay Pipe 667 58 BVV 399 1315 N FRUIT AVE 2352-20 2352-19 6 Vitrified Clay Pipe 667 58 D 400 1315 N FRUIT AVE 2352-20 2352-19 6 Vitrified Clay Pipe 667 58 D 401 43 W OLIVE AVE 2353-05 2353-04 8 Vitrified Clay Pipe 331 8 B 402 1228 N VAGEDES AVE 2353-09 2353-07 6 Vitrified Clay Pipe 120 5 BSV 403 1224 N FARRIS AVE 2353-23 2353-22 6 Vitrified Clay Pipe 137 15 BVV 404 1208 N HARRISON AVE 2353-26 2353-24 6 Vitrified Clay Pipe 230 5 B 405 244 E HEDGES AVE 2353-30 2353-28 14 Vitrified Clay Pipe 506 20 HSV 406 1284 N SAFFORD AVE 2353-31 2353-30 6 Vitrified Clay Pipe 331 8 BVV 407 1219 N SAFFORD AVE 2353-32 2353-02 6 Vitrified Clay Pipe 615 36 H P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 11 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
408 1295 N HARRISON AVE 2353-36 2353-34 6 Vitrified Clay Pipe 174 5 H 409 222 W OLIVE AVE 2353-41 2353-15 6 Vitrified Clay Pipe 501 32 B 410 222 W OLIVE AVE 2353-41 2353-15 6 Vitrified Clay Pipe 501 32 B 411 222 W OLIVE AVE 2353-41 2353-15 6 Vitrified Clay Pipe 501 32 B 412 222 W OLIVE AVE 2353-41 2353-15 6 Vitrified Clay Pipe 501 32 D 413 316 W OLIVE AVE 2353-42 2353-12 6 Vitrified Clay Pipe 460 8 B 414 144 E HOME AVE 2353-61 2353-49 6 Vitrified Clay Pipe 641 9 HVV 415 1407 N FARRIS AVE 2353-65 2353-52 6 Vitrified Clay Pipe 570 44 H 416 1407 N THORNE AVE 2353-67 2353-46 6 Vitrified Clay Pipe 704 28 B 417 1407 N THORNE AVE 2353-67 2353-46 6 Vitrified Clay Pipe 704 28 B 418 1405 N ARTHUR AVE 2353-69 2353-44 6 Vitrified Clay Pipe 704 65 B 419 1405 N VAGEDES AVE 2353-70 2353-43 6 Vitrified Clay Pipe 570 5 HVV 420 1507 N ARTHUR AVE 2353-73 2353-69 6 Vitrified Clay Pipe 604 70 B 421 1532 N SAFFORD AVE 2353-76 2353-60 6 Vitrified Clay Pipe 621 8 B 422 405 E OLIVE AVE 2354-11 2354-91 6 Vitrified Clay Pipe 115 13 B 423 405 E OLIVE AVE 2354-11 2354-91 6 Vitrified Clay Pipe 115 13 XP 424 1218 N FERGER AVE 2354-12 2354-10 6 Vitrified Clay Pipe 662 144 H 425 437 E OLIVE AVE 2354-14 2354-07 6 Vitrified Clay Pipe 395 14 BSV 426 645 E OLIVE AVE 2354-16 2354-04 6 Vitrified Clay Pipe 405 22 B 427 645 E OLIVE AVE 2354-16 2354-04 6 Vitrified Clay Pipe 405 22 B 428 858 E HEDGES AVE 2354-21 2354-96 12 Vitrified Clay Pipe 215 8 B 429 1320 N WISHON AVE 2354-22 2354-21 6 Vitrified Clay Pipe 360 31 B 430 1320 N WISHON AVE 2354-22 2354-21 6 Vitrified Clay Pipe 360 31 H 431 733 E FERN AVE 2354-23 2354-18 6 Vitrified Clay Pipe 414 26 H 432 1320 N ECHO AVE 2354-26 2354-15 6 Vitrified Clay Pipe 355 20 H 433 1319 N FERGER AVE 2354-29 2354-12 6 Vitrified Clay Pipe 150 14 BSV 434 1350 N ECHO AVE 2354-33 2354-26 6 Vitrified Clay Pipe 490 29 B 435 645 W HEDGES AVE 2354-35 2354-25 6 Vitrified Clay Pipe 475 23 BSV 436 1360 N LINDEN AVE 2354-36 2354-39 6 Vitrified Clay Pipe 390 33 B 437 1360 N LINDEN AVE 2354-36 2354-39 6 Vitrified Clay Pipe 390 33 H 438 1360 N LINDEN AVE 2354-36 2354-39 6 Vitrified Clay Pipe 390 33 H 439 1394 N LINDEN AVE 2354-37 2354-38 6 Vitrified Clay Pipe 150 16 B 440 1394 N LINDEN AVE 2354-37 2354-38 6 Vitrified Clay Pipe 150 16 B 441 1394 N LINDEN AVE 2354-38 2354-24 8 Vitrified Clay Pipe 509 15 B 442 748 E PINE AVE 2354-46 2354-47 6 Vitrified Clay Pipe 329 8 BSV 443 1460 N WILSON AVE 2354-53 2354-31 6 Vitrified Clay Pipe 400 17 B 444 655 E PINE AVE 2354-58 2354-60 6 Vitrified Clay Pipe 414 40 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 12 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
445 655 E PINE AVE 2354-58 2354-60 6 Vitrified Clay Pipe 414 40 H 446 655 E PINE AVE 2354-58 2354-60 6 Vitrified Clay Pipe 414 40 H 447 655 E PINE AVE 2354-58 2354-60 6 Vitrified Clay Pipe 414 40 H 448 655 E PINE AVE 2354-58 2354-60 6 Vitrified Clay Pipe 414 40 H 449 655 E PINE AVE 2354-58 2354-60 6 Vitrified Clay Pipe 414 40 H 450 701 E PINE AVE 2354-59 2354-60 8 Vitrified Clay Pipe 20 8 BSV 451 742 E CARMEN AVE 2354-71 2354-70 6 Vitrified Clay Pipe 120 9 H 452 742 E CARMEN AVE 2354-72 2354-71 6 Vitrified Clay Pipe 40 15 H 453 1460 N WILSON AVE 2354-76 2354-52 6 Vitrified Clay Pipe 415 11 BSV 454 1550 N WILSON AVE 2354-79 2354-76 6 Vitrified Clay Pipe 415 51 H 455 1549 N ECHO AVE 2354-81 2354-92 6 Vitrified Clay Pipe 864 57 B 456 1549 N ECHO AVE 2354-81 2354-92 6 Vitrified Clay Pipe 864 57 B 457 1549 N ECHO AVE 2354-81 2354-92 6 Vitrified Clay Pipe 864 57 B 458 1549 N ECHO AVE 2354-81 2354-92 6 Vitrified Clay Pipe 864 57 H 459 641 E CARMEN AVE 2354-82 2354-84 6 Vitrified Clay Pipe 489 8 HVV 460 708 E CARMEN AVE 2354-84 2354-73 8 Vitrified Clay Pipe 300 13 B 461 708 E CARMEN AVE 2354-84 2354-73 8 Vitrified Clay Pipe 300 13 BSV 462 743 E CARMEN AVE 2354-85 2354-84 6 Vitrified Clay Pipe 328 5 H 463 855 E CARMEN AVE 2354-86 2354-88 6 Vitrified Clay Pipe 403 8 BVV 464 822 E CARMEN AVE 2354-90 2354-89 6 Vitrified Clay Pipe 378 24 B 465 405 E OLIVE AVE 2354-91 2354-09 6 Vitrified Clay Pipe 30 17 B 466 405 E OLIVE AVE 2354-91 2354-09 6 Vitrified Clay Pipe 30 17 XP 467 1002 E OLIVE AVE 2355-15 2354-01 12 Vitrified Clay Pipe 338 38 B 468 1229 N BLACKSTONE AVE 2355-24 2355-25 8 Cast Iron 166 5 SRC 469 1229 N BLACKSTONE AVE 2355-24 2355-25 8 Cast Iron 166 5 SRC 470 1649 E OLIVE AVE 2355-25 2355-01 8 Cast Iron 186 35 SRC 471 1649 E OLIVE AVE 2355-25 2355-01 8 Cast Iron 186 35 SRC 472 1302 N DEL MAR AVE 2355-67 2355-88 6 Vitrified Clay Pipe 479 62 B 473 1302 N DEL MAR AVE 2355-67 2355-88 6 Vitrified Clay Pipe 479 62 B 474 1302 N DEL MAR AVE 2355-67 2355-88 6 Vitrified Clay Pipe 479 62 B 475 1305 E OLIVE AVE 2355-88 2355-08 6 Vitrified Clay Pipe 471 155 B 476 1305 E OLIVE AVE 2355-88 2355-08 6 Vitrified Clay Pipe 471 155 B 477 1305 E OLIVE AVE 2355-88 2355-08 6 Vitrified Clay Pipe 471 155 HVV 478 1295 N THESTA ST 2356-20 2356-24 6 Vitrified Clay Pipe 570 9 B 479 3237 E PINE AVE 2358-62 2358-39 6 Vitrified Clay Pipe 199 9 BVV 480 1501 N CHESTNUT AVE 2361-29 2362-76 8 Cast Iron 635 510 SRC 481 1501 N CHESTNUT AVE 2361-29 2362-76 8 Cast Iron 635 510 SRC P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 13 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
482 4734 E CARMEN AVE 2361-33 2361-32 8 Vitrified Clay Pipe 427 8 B 483 5096 E CARMEN AVE 2363-76 2363-77 8 Vitrified Clay Pipe 440 28 BSV 484 1444 W WHITE AVE 2451-23 2451-24 8 Vitrified Clay Pipe 220 10 HSV 485 1444 W WHITE AVE 2451-23 2451-24 8 Vitrified Clay Pipe 220 10 HSV 486 1005 N VAGEDES AVE 2452-16 2452-17 6 Vitrified Clay Pipe 505 50 B 487 1005 N VAGEDES AVE 2452-16 2452-17 6 Vitrified Clay Pipe 505 50 BVV 488 915 N VAGEDES AVE 2452-17 2453-56 6 Vitrified Clay Pipe 551 44 B 489 915 N VAGEDES AVE 2452-17 2453-56 6 Vitrified Clay Pipe 551 44 H 490 915 N VAGEDES AVE 2452-17 2453-56 6 Vitrified Clay Pipe 551 44 H 491 1105 N ARTHUR AVE 2453-01 2453-02 6 Vitrified Clay Pipe 505 53 B 492 1105 N ARTHUR AVE 2453-01 2453-02 6 Vitrified Clay Pipe 505 53 BVV 493 1105 N ARTHUR AVE 2453-01 2453-02 6 Vitrified Clay Pipe 505 53 BVV 494 1105 N ARTHUR AVE 2453-01 2453-02 6 Vitrified Clay Pipe 505 53 BVV 495 715 N WEBER AVE 2453-03 2453-04 6 Vitrified Clay Pipe 514 86 B 496 715 N WEBER AVE 2453-03 2453-04 6 Vitrified Clay Pipe 514 86 B 497 715 N WEBER AVE 2453-03 2453-04 6 Vitrified Clay Pipe 514 86 B 498 715 N WEBER AVE 2453-03 2453-04 6 Vitrified Clay Pipe 514 86 HVV 499 905 N ADOLINE AVE 2453-08 2453-07 6 Vitrified Clay Pipe 455 10 B 500 905 N ADOLINE AVE 2453-08 2453-07 6 Vitrified Clay Pipe 455 10 BVV 501 217 E THOMAS AVE 2453-43 2453-44 6 Vitrified Clay Pipe 585 48 BSV 502 217 E THOMAS AVE 2453-43 2453-44 6 Vitrified Clay Pipe 585 48 BVV 503 217 E THOMAS AVE 2453-43 2453-44 6 Vitrified Clay Pipe 585 48 BVV 504 517 N FARRIS AVE 2453-49 2453-50 6 Vitrified Clay Pipe 466 19 H 505 1003 N ECHO AVE 2454-11 2454-12 6 Vitrified Clay Pipe 320 28 B 506 1030 N FULTON 2455-02 2455-03 6 Cast Iron 474 0 SRC 507 733 N COLLEGE AVE 2455-09 2455-08 8 Vitrified Clay Pipe 437 52 B 508 733 N COLLEGE AVE 2455-09 2455-08 8 Vitrified Clay Pipe 437 52 H 509 545 PARK AVE 2455-20 2555-82 6 Cast Iron 732 32 H
510 545 PARK AVE 2455-20 2555-82 6 Cast Iron 732 32 H
511 545 PARK AVE 2455-20 2555-82 6 Cast Iron 732 32 H
512 545 PARK AVE 2455-20 2555-82 6 Cast Iron 732 32 H
513 545 PARK AVE 2455-20 2555-82 6 Cast Iron 732 32 H
514 545 PARK AVE 2455-20 2555-82 6 Cast Iron 732 32 H
515 914 N GLENN AVE 2455-53 2455-45 8 Vitrified Clay Pipe 336 23 B 516 1506 E LA SALLE AVE 2455-61 2455-53 8 Vitrified Clay Pipe 329 14 B 517 733 N COLLEGE 2455-89 2455-09 6 Vitrified Clay Pipe 156 5 HSV 518 2011 E TYLER AVE 2456-60 2456-59 6 Vitrified Clay Pipe 476 37 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 14 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
519 2011 E TYLER AVE 2456-60 2456-59 6 Vitrified Clay Pipe 476 37 BSV 520 1004 N FRESNO ST 2456-65 2456-56 10 Concrete Pipe 92 15 B 521 1721 E HARVEY AVE 2456-70 2456-26 6 Vitrified Clay Pipe 210 13 BVV 522 1721 E HARVEY AVE 2456-70 2456-26 6 Vitrified Clay Pipe 210 13 HSV 523 2558 E LEWIS AVE 2457-02 2456-55 12 Concrete Pipe 449 290 B 524 2558 E LEWIS AVE 2457-02 2456-55 12 Concrete Pipe 449 290 B 525 3027 E WHITE AVE 2457-25 2457-19 6 Vitrified Clay Pipe 272 5 H 526 1100 N FRESNO ST 2457-35 2457-01 6 Vitrified Clay Pipe 409 62 BSV 527 1100 N FRESNO ST 2457-35 2457-01 6 Vitrified Clay Pipe 409 62 BSV 528 1011 N AUGUSTA ST 2457-36 2456-65 6 Vitrified Clay Pipe 409 55 B 529 1011 N AUGUSTA ST 2457-36 2456-65 6 Vitrified Clay Pipe 409 55 BSV 530 1011 N AUGUSTA ST 2457-36 2456-65 6 Vitrified Clay Pipe 409 55 BSV 531 918 N FRESNO ST 2457-38 2456-53 6 Vitrified Clay Pipe 409 13 B 532 3099 E BELMONT AVE 2457-48 2457-23 6 Vitrified Clay Pipe 618 5 BSV 533 3236 E HARVEY AVE 2458-52 2458-54 6 Vitrified Clay Pipe 425 24 BVV 534 3236 E HARVEY AVE 2458-52 2458-54 6 Vitrified Clay Pipe 425 24 H 535 3209 E THOMAS AVE 2458-54 2458-60 8 Vitrified Clay Pipe 180 21 B 536 3167 E BELMONT AVE 2458-56 2458-54 8 Vitrified Clay Pipe 730 66 B 537 3167 E BELMONT AVE 2458-56 2458-54 8 Vitrified Clay Pipe 730 66 BSV 538 3167 E BELMONT AVE 2458-56 2458-54 8 Vitrified Clay Pipe 730 66 BVV 539 3167 E BELMONT AVE 2458-56 2458-54 8 Vitrified Clay Pipe 730 66 BVV 540 667 N SECOND ST 2458-60 2458-59 8 Vitrified Clay Pipe 150 32 BVV 541 3123 E BELMONT AVE 2458-65 2458-59 6 Vitrified Clay Pipe 730 41 B 542 3117 E THOMAS AVE 2458-76 2458-59 6 Vitrified Clay Pipe 425 27 BVV 543 3778 E WHITE AVE 2459-60 2459-61 8 Vitrified Clay Pipe 400 5 B 544 4345 E WHITE AVE 2460-25 2460-27 8 Vitrified Clay Pipe 330 5 B 545 1144 W FRANKLIN AVE 2552-05 2552-04 8 Vitrified Clay Pipe 308 16 BSV 546 1144 W FRANKLIN AVE 2552-05 2552-04 8 Vitrified Clay Pipe 308 16 BSV 547 620 E BELMONT AVE 2554-25 2554-05 6 Vitrified Clay Pipe 626 13 B 548 512 E FRANKLIN AVE 2554-36 2554-27 8 Vitrified Clay Pipe 406 16 B 549 512 E FRANKLIN AVE 2554-36 2554-27 8 Vitrified Clay Pipe 406 16 B 550 202 N H ST 2554-41 2554-40 6 Vitrified Clay Pipe 24 13 B 551 202 N H ST 2554-41 2554-40 6 Vitrified Clay Pipe 24 13 BSV 552 279 N ECHO AVE 2554-43 2554-92 6 Vitrified Clay Pipe 140 20 H 553 164 N ROOSEVELT AVE 2554-45 2554-46 6 Vitrified Clay Pipe 211 8 B 554 108 N H ST 2554-49 2554-47 6 Polyvinyl Chloride 233 34 B 555 108 N H ST 2554-49 2554-47 6 Polyvinyl Chloride 233 34 BSV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 15 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
556 108 N H ST 2554-49 2554-47 6 Polyvinyl Chloride 233 34 HSV 557 730 E FRANKLIN AVE 2554-53 2554-55 6 Vitrified Clay Pipe 223 31 B 558 730 E FRANKLIN AVE 2554-53 2554-55 6 Vitrified Clay Pipe 223 31 B 559 730 E FRANKLIN AVE 2554-53 2554-55 6 Vitrified Clay Pipe 223 31 BSV 560 730 E FRANKLIN AVE 2554-53 2554-55 6 Vitrified Clay Pipe 223 31 BVV 561 2121 H ST 2554-74 2554-73 10 Vitrified Clay Pipe 315 17 B 562 2121 H ST 2554-74 2554-73 10 Vitrified Clay Pipe 315 17 B 563 607 E DIVISADERO ST 2554-78 2554-75 6 Vitrified Clay Pipe 340 46 BSV 564 607 E DIVISADERO ST 2554-78 2554-75 6 Vitrified Clay Pipe 340 46 BVV 565 742 E VOORMAN AVE 2554-79 2554-78 6 Vitrified Clay Pipe 405 59 B 566 742 E VOORMAN AVE 2554-79 2554-78 6 Vitrified Clay Pipe 405 59 B 567 742 E VOORMAN AVE 2554-79 2554-78 6 Vitrified Clay Pipe 405 59 BVV 568 607 E DIVISADERO ST 2554-88 2554-75 12 Vitrified Clay Pipe 178 9 BSV 569 205 N H ST 2554-90 2553-49 8 Vitrified Clay Pipe 671 18 BSV 570 1330 E BELMONT AVE 2555-11 2555-28 6 Vitrified Clay Pipe 635 5 B 571 1224 E FRANKLIN AVE 2555-21 2555-26 8 Cast Iron 750 0 SRC 572 252 N POPLAR AVE 2555-37 2555-48 6 Vitrified Clay Pipe 435 29 H 573 158 N POPLAR AVE 2555-48 2555-54 6 Vitrified Clay Pipe 490 12 H 574 214 N SAN PABLO 2555-57 2555-56 6 Vitrified Clay Pipe 435 19 B 575 214 N SAN PABLO 2555-57 2555-56 6 Vitrified Clay Pipe 435 19 B 576 214 N SAN PABLO 2555-57 2555-56 6 Vitrified Clay Pipe 435 19 BVV 577 1537 E VOORMAN AVE 2555-66 2555-59 6 Vitrified Clay Pipe 180 14 B 578 16 N SAN PABLO AVE 2555-70 2555-67 8 Vitrified Clay Pipe 424 18 B 579 297 N BLACKSTONE AVE 2556-01 2555-40 15 Vitrified Clay Pipe 375 5 B 580 215 N EFFIE ST 2556-11 2556-09 8 Vitrified Clay Pipe 630 8 B 581 385 N CLARK ST 2556-19 2556-20 8 Vitrified Clay Pipe 653 8 XP 582 275 N DIANA ST 2556-20 2556-15 15 Vitrified Clay Pipe 330 10 B 583 2329 E GRANT AVE 2556-45 2556-46 6 Vitrified Clay Pipe 266 41 B 584 2329 E GRANT AVE 2556-45 2556-46 6 Vitrified Clay Pipe 266 41 BSV 585 2329 E GRANT AVE 2556-45 2556-46 6 Vitrified Clay Pipe 266 41 BSV 586 2329 E GRANT AVE 2556-45 2556-46 6 Vitrified Clay Pipe 266 41 HSV 587 2329 E GRANT AVE 2556-45 2556-46 6 Vitrified Clay Pipe 266 41 HSV 588 451 N HOWARD ST 2556-46 2556-47 6 Vitrified Clay Pipe 156 30 BVV 589 384 N THESTA ST 2556-99 2556-44 8 Vitrified Clay Pipe 630 15 B 590 384 N THESTA ST 2556-99 2556-44 8 Vitrified Clay Pipe 630 15 B 591 384 N THESTA ST 2556-99 2556-44 8 Vitrified Clay Pipe 630 15 B 592 2734 N MCKENZIE AVE 2557-16 2557-15 10 Vitrified Clay Pipe 331 5 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 16 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
593 270 N MARIPOSA ST 2557-20 2557-15 8 Vitrified Clay Pipe 320 19 B 594 270 N MARIPOSA ST 2557-20 2557-15 8 Vitrified Clay Pipe 320 19 BSV 595 2988 E BELMONT AVE 2557-26 2557-27 6 Vitrified Clay Pipe 273 33 B 596 2988 E BELMONT AVE 2557-26 2557-27 6 Vitrified Clay Pipe 273 33 B 597 2988 E BELMONT AVE 2557-26 2557-27 6 Vitrified Clay Pipe 273 33 H 598 450 N ORCHARD ST 2557-30 2557-31 8 Vitrified Clay Pipe 330 5 B 599 3017 E MADISON AVE 2557-33 2557-30 6 Vitrified Clay Pipe 615 26 B 600 3017 E MADISON AVE 2557-33 2557-30 6 Vitrified Clay Pipe 615 26 B 601 3017 E MADISON AVE 2557-33 2557-30 6 Vitrified Clay Pipe 615 26 B 602 3017 E MADISON AVE 2557-33 2557-30 6 Vitrified Clay Pipe 615 26 H 603 3037 E GRANT AVE 2557-34 2557-31 6 Vitrified Clay Pipe 614 40 B 604 3037 E GRANT AVE 2557-34 2557-31 6 Vitrified Clay Pipe 614 40 B 605 3037 E GRANT AVE 2557-34 2557-31 6 Vitrified Clay Pipe 614 40 B 606 3037 E GRANT AVE 2557-34 2557-31 6 Vitrified Clay Pipe 614 40 B 607 3037 E GRANT AVE 2557-34 2557-31 6 Vitrified Clay Pipe 614 40 BSV 608 221 N ORCHARD ST 2557-49 2557-50 6 Vitrified Clay Pipe 302 13 B 609 221 N ORCHARD ST 2557-49 2557-50 6 Vitrified Clay Pipe 302 13 B 610 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 611 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 612 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 613 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 614 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 615 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 616 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 617 137 N ORCHARD ST 2557-52 2557-51 6 Vitrified Clay Pipe 368 43 H 618 3402 E MADISON AVE 2558-10 2558-16 8 Vitrified Clay Pipe 329 5 H 619 364 N FIFTH ST 2558-24 2558-23 6 Vitrified Clay Pipe 441 87 BSV 620 364 N FIFTH ST 2558-24 2558-23 6 Vitrified Clay Pipe 441 87 BVV 621 364 N FIFTH ST 2558-24 2558-23 6 Vitrified Clay Pipe 441 87 H 622 364 N FIFTH ST 2558-24 2558-23 6 Vitrified Clay Pipe 441 87 H 623 310 N SECOND ST 2558-26 2558-27 6 Vitrified Clay Pipe 479 5 HSV 624 258 N FIRST ST 2558-31 2558-32 6 Vitrified Clay Pipe 417 18 H 625 258 N FIRST ST 2558-31 2558-32 6 Vitrified Clay Pipe 417 18 HSV 626 258 N FIRST ST 2558-31 2558-32 6 Vitrified Clay Pipe 417 18 HSV 627 258 N FIRST ST 2558-31 2558-32 6 Vitrified Clay Pipe 417 18 HSV 628 3666 E NEVADA AVE 2559-14 2559-18 8 Vitrified Clay Pipe 330 20 B 629 3666 E NEVADA AVE 2559-14 2559-18 8 Vitrified Clay Pipe 330 20 BVV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 17 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
630 5965 E SHIELDS AVE 2559-15 2559-16 6 Vitrified Clay Pipe 590 8 B 631 3746 E BELMONT AVE 2559-52 2559-54 30 Concrete Pipe 322 152 SRV 632 3746 E BELMONT AVE 2559-52 2559-54 30 Concrete Pipe 322 152 SRV 633 3770 E BELMONT AVE 2559-54 2559-90 30 Concrete Pipe 127 184 SRV 634 3770 E BELMONT AVE 2559-54 2559-90 30 Concrete Pipe 127 184 SRV 635 3770 E BELMONT AVE 2559-54 2559-90 30 Concrete Pipe 127 184 SRV 636 4128 E BELMONT AVE 2559-62 2559-64 8 Vitrified Clay Pipe 560 52 B 637 4128 E BELMONT AVE 2559-62 2559-64 8 Vitrified Clay Pipe 560 52 HVV 638 411 N NINTH ST 2559-67 2559-05 6 Vitrified Clay Pipe 491 20 BSV 639 160 N ELEVENTH ST 2559-85 2559-86 12 Vitrified Clay Pipe 664 21 B 640 4321 E ILLINOIS AVE 2560-39 2560-40 6 Vitrified Clay Pipe 497 90 B 641 4321 E ILLINOIS AVE 2560-39 2560-40 6 Vitrified Clay Pipe 497 90 B 642 4321 E ILLINOIS AVE 2560-39 2560-40 6 Vitrified Clay Pipe 497 90 B 643 4321 E ILLINOIS AVE 2560-39 2560-40 6 Vitrified Clay Pipe 497 90 B 644 370 N MAPLE AVE 2561-25 2560-17 6 Vitrified Clay Pipe 660 13 H 645 370 N MAPLE AVE 2561-25 2560-17 6 Vitrified Clay Pipe 660 13 HSV 646 370 N MAPLE AVE 2561-25 2560-17 6 Vitrified Clay Pipe 660 13 HVV 647 530 S TRINITY ST 2653-111 2653-87 6 Vitrified Clay Pipe 91 14 B 648 530 S TRINITY ST 2653-111 2653-87 6 Vitrified Clay Pipe 91 14 H 649 624 S PLUMAS ST 2653-73 2653-90 6 Vitrified Clay Pipe 391 52 B 650 624 S PLUMAS ST 2653-73 2653-90 6 Vitrified Clay Pipe 391 52 BSV 651 127 E ONEIL AVE 2653-94 2653-95 6 Vitrified Clay Pipe 110 5 BSV 652 127 E ONEIL AVE 2653-95 2653-74 6 Vitrified Clay Pipe 159 8 B 653 127 E ONEIL AVE 2653-96 SN26530004 6 Vitrified Clay Pipe 90 5 BVV 654 1762 G ST 2654-30 2654-29 10 Vitrified Clay Pipe 580 5 B 655 1332 N ST 2655-02 2655-01 6 Vitrified Clay Pipe 440 24 BSV 656 1630 VAN NESS AVE 2655-10 2655-16 6 Vitrified Clay Pipe 479 32 B 657 1630 VAN NESS AVE 2655-10 2655-16 6 Vitrified Clay Pipe 479 32 BVV 658 1630 VAN NESS AVE 2655-10 2655-16 6 Vitrified Clay Pipe 479 32 H 659 1630 VAN NESS AVE 2655-10 2655-16 6 Vitrified Clay Pipe 479 32 SRCZ 660 1650 L ST 2655-11 2655-15 6 Vitrified Clay Pipe 388 9 HVV 661 1402 BROADWAY 2655-40 2655-21 6 Vitrified Clay Pipe 375 18 B 662 1402 BROADWAY 2655-40 2655-21 6 Vitrified Clay Pipe 375 18 B 663 1402 BROADWAY 2655-40 2655-21 6 Vitrified Clay Pipe 375 18 BSV 664 1315 VAN NESS AVE 2655-41 2655-57 27 Concrete Pipe 481 5 H 665 2305 STANISLAUS ST 2655-49 2655-13 6 Vitrified Clay Pipe 429 40 HVV 666 2310 STANISLAUS ST 2655-50 2655-72 6 Vitrified Clay Pipe 423 24 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 18 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
667 2310 STANISLAUS ST 2655-50 2655-72 6 Vitrified Clay Pipe 423 24 BVV 668 2222 STANISLAUS ST 2655-51 2655-27 6 Vitrified Clay Pipe 425 9 B 669 1428 H ST 2655-56 2655-71 8 Vitrified Clay Pipe 433 23 H 670 1428 H ST 2655-56 2655-71 8 Vitrified Clay Pipe 433 23 H 671 1428 H ST 2655-56 2655-71 8 Vitrified Clay Pipe 433 23 H 672 1428 H ST 2655-56 2655-71 8 Vitrified Clay Pipe 433 23 H 673 1911 MERCED ST 2655-64 2655-63 8 Vitrified Clay Pipe 411 19 B 674 1432 E DIVISADERO ST 2655-66 2655-13 6 Vitrified Clay Pipe 385 37 BSV 675 1432 E DIVISADERO ST 2655-66 2655-13 6 Vitrified Clay Pipe 385 37 HVV 676 946 E DIVISADERO ST 2655-73 2554-81 6 Vitrified Clay Pipe 153 5 B 677 2619 MERCED ST 2656-06 2656-04 6 Vitrified Clay Pipe 430 12 BSV 678 2505 MERCED ST 2656-07 2656-03 6 Vitrified Clay Pipe 432 39 B 679 2505 MERCED ST 2656-07 2656-03 6 Vitrified Clay Pipe 432 39 B 680 2505 MERCED ST 2656-07 2656-03 6 Vitrified Clay Pipe 432 39 BVV 681 2520 MERCED ST 2656-08 2656-09 6 Vitrified Clay Pipe 421 12 BVV 682 1230 M ST 2656-14 2656-63 6 Vitrified Clay Pipe 409 5 H 683 2314 MARIPOSA MALL 2656-18 2656-17 6 Vitrified Clay Pipe 200 5 H 684 908 M ST 2656-19 2756-47 6 Vitrified Clay Pipe 524 9 B 685 908 M ST 2656-19 2756-47 6 Vitrified Clay Pipe 524 10 B 686 908 M ST 2656-19 2756-47 6 Vitrified Clay Pipe 524 10 B 687 2606 KERN ST 2656-41 2656-40 6 Vitrified Clay Pipe 376 44 BVV 688 2950 MARIPOSA ST 2656-47 2657-06 6 Vitrified Clay Pipe 438 12 H 689 2727 TULARE ST 2656-49 2656-62 6 Vitrified Clay Pipe 485 9 D 690 2727 TULARE ST 2656-49 2656-62 6 Vitrified Clay Pipe 485 9 H 691 2621 FRESNO ST 2656-54 2656-55 6 Vitrified Clay Pipe 424 16 H 692 2621 FRESNO ST 2656-54 2656-55 6 Vitrified Clay Pipe 424 16 H 693 2006 E DIVISADERO 2656-57 2656-04 8 Vitrified Clay Pipe 232 10 H 694 2006 E DIVISADERO 2656-57 2656-04 8 Vitrified Clay Pipe 232 10 HVV 695 2448 STANISLAUS ST 2656-64 2656-01 6 Vitrified Clay Pipe 428 18 B 696 2448 STANISLAUS ST 2656-64 2656-01 6 Vitrified Clay Pipe 428 18 B 697 2448 STANISLAUS ST 2656-64 2656-01 6 Vitrified Clay Pipe 428 18 B 698 2920 E HUNTINGTON BLVD 2657-20 2657-67 12 Vitrified Clay Pipe 325 11 H 699 3103 KERCKHOFF AVE 2657-31 2657-32 14 Vitrified Clay Pipe 420 10 D 700 430 S FIRST ST 2657-33 2657-34 14 Vitrified Clay Pipe 414 5 B 701 2730 TULARE ST 2657-64 2657-35 6 Vitrified Clay Pipe 250 8 B 702 900 SANTA FE AVE 2657-65 2757-01 8 Vitrified Clay Pipe 384 30 BVV 703 900 SANTA FE AVE 2657-65 2757-01 8 Vitrified Clay Pipe 384 30 BVV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 19 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
704 900 SANTA FE AVE 2657-65 2757-01 8 Vitrified Clay Pipe 384 30 H 705 900 SANTA FE AVE 2657-65 2757-01 8 Vitrified Clay Pipe 384 30 H 706 710 R ST 2657-68 2657-65 8 Vitrified Clay Pipe 191 5 B 707 3303 E PLATT AVE 2658-02 2658-12 12 Vitrified Clay Pipe 368 28 H 708 3025 E KERCKHOFF AVE 2658-13 2658-50 6 Vitrified Clay Pipe 479 18 B 709 3025 E KERCKHOFF AVE 2658-13 2658-50 6 Vitrified Clay Pipe 479 18 D 710 3327 KERCKHOFF AVE 2658-14 2658-13 6 Vitrified Clay Pipe 479 32 B 711 3403 E KERCKHOFF AVE 2658-15 2658-14 6 Vitrified Clay Pipe 428 13 B 712 3561 E KERCKHOFF AVE 2658-16 2658-15 6 Vitrified Clay Pipe 530 5 BSV 713 3362 E KERCKHOFF AVE 2658-19 2658-53 10 Vitrified Clay Pipe 479 28 B 714 3555 E HUNTINGTON BLVD 2658-21 2658-20 10 Vitrified Clay Pipe 479 30 H 715 3363 E BALCH AVE 2658-24 2658-23 6 Vitrified Clay Pipe 479 11 D 716 3463 E BALCH AVE 2658-25 2658-24 6 Vitrified Clay Pipe 428 20 B 717 3463 E BALCH AVE 2658-25 2658-24 6 Vitrified Clay Pipe 428 20 B 718 3561 E BALCH AVE 2658-26 2658-70 6 Vitrified Clay Pipe 428 22 B 719 3561 E BALCH AVE 2658-26 2658-70 6 Vitrified Clay Pipe 428 22 BSV 720 3561 E BALCH AVE 2658-26 2658-70 6 Vitrified Clay Pipe 428 22 H 721 528 S FIFTH ST 2658-27 2658-29 6 Vitrified Clay Pipe 428 8 H 722 3302 BALCH AVE 2658-30 2658-31 6 Vitrified Clay Pipe 368 28 B 723 3302 BALCH AVE 2658-30 2658-31 6 Vitrified Clay Pipe 368 28 BVV 724 532 S SECOND ST 2658-32 2658-73 6 Vitrified Clay Pipe 474 14 B 725 623 S FOURTH ST 2658-40 2658-41 6 Vitrified Clay Pipe 530 24 B 726 623 S FOURTH ST 2658-40 2658-41 6 Vitrified Clay Pipe 530 24 B 727 3360 E MONO ST 2658-41 2658-42 6 Vitrified Clay Pipe 363 46 BVV 728 3360 E MONO ST 2658-41 2658-42 6 Vitrified Clay Pipe 363 46 BVV 729 3130 E HUNTINGTON BLVD 2658-51 2657-34 6 Vitrified Clay Pipe 420 43 B 730 3130 E HUNTINGTON BLVD 2658-51 2657-34 6 Vitrified Clay Pipe 420 43 B 731 3653 E BALCH AVE 2658-70 2659-22 6 Vitrified Clay Pipe 479 5 B 732 543 S FIRST ST 2658-73 2657-36 6 Vitrified Clay Pipe 489 41 D 733 3911 E PLATT AVE 2659-06 2659-05 6 Vitrified Clay Pipe 459 5 HSV 734 3669 E KERCKHOFF AVE 2659-09 2658-16 6 Vitrified Clay Pipe 428 13 B 735 3669 E KERCKHOFF AVE 2659-09 2658-16 6 Vitrified Clay Pipe 428 13 BSV 736 3655 E HUNTINGTON BLVD 2659-15 2658-21 10 Vitrified Clay Pipe 479 25 B 737 3655 E HUNTINGTON BLVD 2659-15 2658-21 10 Vitrified Clay Pipe 479 25 B 738 3655 E HUNTINGTON BLVD 2659-15 2658-21 10 Vitrified Clay Pipe 479 25 H 739 3753 E BALCH AVE 2659-23 2659-22 6 Vitrified Clay Pipe 430 5 B 740 4055 E BALCH AVE 2659-26 2659-25 6 Vitrified Clay Pipe 459 54 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 20 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
741 4055 E BALCH AVE 2659-26 2659-25 6 Vitrified Clay Pipe 459 54 BSV 742 4167 BALCH AVE 2659-27 2659-26 6 Vitrified Clay Pipe 479 41 B 743 4167 BALCH AVE 2659-27 2659-26 6 Vitrified Clay Pipe 479 41 B 744 4167 BALCH AVE 2659-27 2659-26 6 Vitrified Clay Pipe 479 41 BSV 745 3659 E MONO ST 2659-33 2658-28 8 Vitrified Clay Pipe 480 28 B 746 522 EIGHTH ST 2659-34 2659-33 8 Vitrified Clay Pipe 480 27 H 747 521 EIGHTH ST 2659-35 2659-34 8 Vitrified Clay Pipe 480 21 H 748 3751 E VENTURA ST 2659-43 2659-45 8 Vitrified Clay Pipe 480 35 B 749 3751 E VENTURA ST 2659-43 2659-45 8 Vitrified Clay Pipe 480 35 BVV 750 3751 E VENTURA ST 2659-43 2659-45 8 Vitrified Clay Pipe 480 35 BVV 751 3751 E VENTURA ST 2659-43 2659-45 8 Vitrified Clay Pipe 480 35 BVV 752 3660 E KERCKHOFF AVE 2659-83 2659-15 8 Vitrified Clay Pipe 210 8 H 753 205 S BARTON AVE 2660-01 2560-58 6 Vitrified Clay Pipe 485 29 B 754 205 S BARTON AVE 2660-01 2560-58 6 Vitrified Clay Pipe 485 29 BVV 755 4608 E MONO ST 2661-28 2660-24 6 Vitrified Clay Pipe 279 5 B 756 47 E AMADOR ST 2753-11 2753-12 6 Vitrified Clay Pipe 380 55 BSV 757 47 E AMADOR ST 2753-11 2753-12 6 Vitrified Clay Pipe 380 55 BSV 758 217 E AMADOR ST 2753-14 2753-15 6 Vitrified Clay Pipe 380 28 BVV 759 823 S MODOC ST 2753-16 2753-55 6 Vitrified Clay Pipe 430 5 B 760 129 E SAN JOAQUIN ST 2753-21 2753-20 6 Vitrified Clay Pipe 380 73 B 761 129 E SAN JOAQUIN ST 2753-21 2753-20 6 Vitrified Clay Pipe 380 73 BSV 762 129 E SAN JOAQUIN ST 2753-21 2753-20 6 Vitrified Clay Pipe 380 73 BSV 763 129 E SAN JOAQUIN ST 2753-21 2753-20 6 Vitrified Clay Pipe 380 73 BVV 764 223 E SAN JOAQUIN ST 2753-22 2753-23 6 Vitrified Clay Pipe 375 56 B 765 53 E STANISLAUS ST 2753-27 2753-28 6 Vitrified Clay Pipe 380 21 FH3 766 219 E STANISLAUS ST 2753-30 2753-32 6 Vitrified Clay Pipe 368 14 BSV 767 219 E STANISLAUS ST 2753-30 2753-32 6 Vitrified Clay Pipe 368 14 BVV 768 51 E TUOLUMNE ST 2753-38 2753-37 6 Vitrified Clay Pipe 380 74 B 769 51 E TUOLUMNE ST 2753-38 2753-37 6 Vitrified Clay Pipe 380 74 B 770 51 E TUOLUMNE ST 2753-38 2753-37 6 Vitrified Clay Pipe 380 74 BSV 771 51 E TUOLUMNE ST 2753-38 2753-37 6 Vitrified Clay Pipe 380 74 BSV 772 51 E TUOLUMNE ST 2753-38 2753-37 6 Vitrified Clay Pipe 380 74 BSV 773 101 E OLEANDER AVE 2753-41 2753-40 6 Vitrified Clay Pipe 380 47 BSV 774 231 E OLEANDER AVE 2753-42 2753-41 6 Vitrified Clay Pipe 430 49 BSV 775 231 E OLEANDER AVE 2753-42 2753-41 6 Vitrified Clay Pipe 430 49 BSV 776 1244 S TRINITY ST 2753-43 2753-44 16 Vitrified Clay Pipe 379 11 HSV 777 304 E KEARNEY BLVD 2753-44 2853-78 16 Vitrified Clay Pipe 443 5 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 21 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
778 1622 C ST 2754-02 2754-09 6 Vitrified Clay Pipe 484 56 B 779 1622 C ST 2754-02 2754-09 6 Vitrified Clay Pipe 484 56 BSV 780 1622 C ST 2754-02 2754-09 6 Vitrified Clay Pipe 484 56 BVV 781 1107 CALAVERAS ST 2754-04 2754-08 6 Vitrified Clay Pipe 484 22 FH4 782 1211 STANISLAUS ST 2754-10 2754-09 6 Vitrified Clay Pipe 428 46 B 783 1211 STANISLAUS ST 2754-10 2754-09 6 Vitrified Clay Pipe 428 46 BSV 784 1211 STANISLAUS ST 2754-10 2754-09 6 Vitrified Clay Pipe 428 46 BVV 785 1444 STANISLAUS ST 2754-26 2754-20 10 Vitrified Clay Pipe 434 11 BVV 786 1018 TUOLUMNE ST 2754-49 2754-50 6 Vitrified Clay Pipe 423 31 B 787 1018 TUOLUMNE ST 2754-49 2754-50 6 Vitrified Clay Pipe 423 31 B 788 1215 S SNOW AVE 2754-52 2754-55 6 Vitrified Clay Pipe 375 36 B 789 1215 S SNOW AVE 2754-52 2754-55 6 Vitrified Clay Pipe 375 36 B 790 1215 S SNOW AVE 2754-52 2754-55 6 Vitrified Clay Pipe 375 36 B 791 1215 S SNOW AVE 2754-52 2754-55 6 Vitrified Clay Pipe 375 36 BSV 792 457 E KEARNEY BLVD 2754-53 2754-54 6 Vitrified Clay Pipe 380 11 B 793 505 E KEARNEY BLVD 2754-54 2754-55 6 Vitrified Clay Pipe 425 14 B 794 1116 B ST 2754-65 2754-64 6 Vitrified Clay Pipe 440 17 BVV 795 552 E TUOLUMNE ST 2754-72 2754-71 12 Vitrified Clay Pipe 724 5 H 796 543 E OLEANDER AVE 2754-75 2754-52 6 Vitrified Clay Pipe 380 29 B 797 543 E OLEANDER AVE 2754-75 2754-52 6 Vitrified Clay Pipe 380 29 BSV 798 543 E OLEANDER AVE 2754-75 2754-52 6 Vitrified Clay Pipe 380 29 BVV 799 1344 TULARE ST 2755-09 2755-11 6 Vitrified Clay Pipe 528 16 B 800 1344 TULARE ST 2755-09 2755-11 6 Vitrified Clay Pipe 528 16 BVV 801 1023 E ST 2755-12 2755-11 6 Vitrified Clay Pipe 454 33 B 802 1023 E ST 2755-12 2755-11 6 Vitrified Clay Pipe 454 33 B 803 1023 E ST 2755-12 2755-11 6 Vitrified Clay Pipe 454 33 HSV 804 1417 KERN ST 2755-20 2755-21 12 Vitrified Clay Pipe 480 8 H 805 1420 FRESNO ST 2755-23 2755-24 6 Vitrified Clay Pipe 388 16 B 806 1420 FRESNO ST 2755-23 2755-24 6 Vitrified Clay Pipe 388 16 BSV 807 1441 FRESNO ST 2755-25 2755-02 6 Vitrified Clay Pipe 496 5 HVV 808 1445 FRESNO ST 2755-30 2755-27 18 Vitrified Clay Pipe 200 10 SMWZ 809 1445 FRESNO ST 2755-30 2755-27 18 Vitrified Clay Pipe 200 10 SMWZ 810 1136 F ST 2755-33 2755-32 8 Vitrified Clay Pipe 477 23 B 811 1136 F ST 2755-33 2755-32 8 Vitrified Clay Pipe 477 23 B 812 1136 F ST 2755-33 2755-32 8 Vitrified Clay Pipe 477 23 B 813 1136 F ST 2755-33 2755-32 8 Vitrified Clay Pipe 477 23 BVV 814 1136 F ST 2755-33 2755-32 8 Vitrified Clay Pipe 477 12 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 22 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
815 1136 F ST 2755-33 2755-32 8 Vitrified Clay Pipe 477 12 D 816 921 CHINA ALLEY 2755-38 2755-36 8 Vitrified Clay Pipe 430 9 BVV 817 1257 G ST 2755-47 2755-30 18 Vitrified Clay Pipe 190 15 SMWZ 818 1257 G ST 2755-47 2755-30 18 Vitrified Clay Pipe 190 15 SMWZ 819 1257 G ST 2755-47 2755-30 18 Vitrified Clay Pipe 190 15 SMWZ 820 1266 G ST 2755-68 2755-47 18 Vitrified Clay Pipe 690 21 SMW 821 1266 G ST 2755-68 2755-47 18 Vitrified Clay Pipe 690 21 SMW 822 1266 G ST 2755-68 2755-47 18 Vitrified Clay Pipe 690 21 SMW 823 1920 TULARE ST 2755-73 2756-05 10 Vitrified Clay Pipe 425 5 H 824 1821 FRESNO ST 2755-79 2755-80 6 Vitrified Clay Pipe 241 5 B 825 1821 FRESNO ST 2755-80 2755-67 8 Vitrified Clay Pipe 10 5 BSV 826 1901 MARIPOSA ST 2755-81 2755-59 6 Vitrified Clay Pipe 430 34 B 827 1901 MARIPOSA ST 2755-81 2755-59 6 Vitrified Clay Pipe 430 34 BSV 828 1901 MARIPOSA ST 2755-81 2755-59 6 Vitrified Clay Pipe 430 34 BVV 829 1901 MARIPOSA ST 2755-81 2755-59 6 Vitrified Clay Pipe 430 34 BVV 830 1010 FULTON MALL 2756-01 2755-74 10 Vitrified Clay Pipe 414 16 B 831 740 H ST 2756-08 2756-13 6 Vitrified Clay Pipe 439 23 BSV 832 740 H ST 2756-08 2756-13 6 Vitrified Clay Pipe 439 23 H 833 740 H ST 2756-08 2756-13 6 Vitrified Clay Pipe 439 23 H 834 648 N BROADWAY 2756-12 2756-13 12 Polyvinyl Chloride 400 15 H 835 735 H ST 2756-14 2756-84 10 Vitrified Clay Pipe 371 9 BSV 836 635 BROADWAY 2756-15 2756-13 6 Vitrified Clay Pipe 432 8 B 837 626 N BROADWAY 2756-16 2756-12 6 Vitrified Clay Pipe 429 5 BSV 838 458 FULTON ST 2756-19 2756-20 6 Vitrified Clay Pipe 277 8 BVV 839 2033 VENTURA ST 2756-22 2756-11 8 Vitrified Clay Pipe 429 10 H 840 2033 VENTURA ST 2756-22 2756-11 8 Vitrified Clay Pipe 429 10 H 841 2126 VENTURA ST 2756-27 2756-26 6 Vitrified Clay Pipe 399 5 H 842 2126 VENTURA ST 2756-27 2756-26 6 Vitrified Clay Pipe 399 8 H 843 2126 INYO ST 2756-29 2756-28 6 Vitrified Clay Pipe 427 39 B 844 2126 INYO ST 2756-29 2756-28 6 Vitrified Clay Pipe 427 39 H 845 2126 INYO ST 2756-29 2756-28 6 Vitrified Clay Pipe 427 39 H 846 2126 INYO ST 2756-29 2756-28 6 Vitrified Clay Pipe 427 39 H 847 2126 INYO ST 2756-29 2756-28 6 Vitrified Clay Pipe 427 39 H 848 2134 KERN ST 2756-30 2756-98 6 Vitrified Clay Pipe 50 19 B 849 2134 KERN ST 2756-30 2756-98 6 Vitrified Clay Pipe 50 19 B 850 2228 SANTA CLARA ST 2756-38 2756-39 6 Vitrified Clay Pipe 110 5 B 851 2130 VENTURA ST 2756-41 2756-73 16 Vitrified Clay Pipe 382 5 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 23 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
852 654 VAN NESS AVE 2756-48 2756-28 6 Vitrified Clay Pipe 430 23 BSV 853 654 VAN NESS AVE 2756-48 2756-28 6 Vitrified Clay Pipe 430 23 H 854 2027 KERN ST 2756-71 2756-03 8 Vitrified Clay Pipe 110 32 B 855 2027 KERN ST 2756-71 2756-02 8 Vitrified Clay Pipe 110 8 B 856 2134 KERN ST 2756-98 2756-31 6 Vitrified Clay Pipe 371 5 BSV 857 900 SANTA FE AVE 2757-01 2757-02 8 Vitrified Clay Pipe 20 11 BSV 858 900 SANTA FE AVE 2757-02 2757-97 8 Vitrified Clay Pipe 201 34 B 859 900 SANTA FE AVE 2757-02 2757-97 8 Vitrified Clay Pipe 201 34 B 860 900 SANTA FE AVE 2757-02 2757-97 8 Vitrified Clay Pipe 201 34 BVV 861 900 SANTA FE AVE 2757-02 2757-97 8 Vitrified Clay Pipe 201 34 BVV 862 900 SANTA FE AVE 2757-02 2757-97 8 Vitrified Clay Pipe 201 34 H 863 825 S TOPEKA AVE 2757-04 2757-10 8 Vitrified Clay Pipe 375 26 BSV 864 825 S TOPEKA AVE 2757-04 2757-10 8 Vitrified Clay Pipe 375 26 H 865 305 O ST 2757-21 2757-31 8 Vitrified Clay Pipe 311 10 H 866 305 O ST 2757-21 2757-31 8 Vitrified Clay Pipe 311 10 H 867 235 SANTE FE AVE 2757-44 2757-45 10 Vitrified Clay Pipe 266 10 B 868 235 SANTE FE AVE 2757-44 2757-45 10 Vitrified Clay Pipe 266 10 BVV 869 3095 E BUTLER 2757-47 2757-48 10 Vitrified Clay Pipe 350 19 BVV 870 3095 E BUTLER 2757-47 2757-48 10 Vitrified Clay Pipe 350 19 BVV 871 3095 E BUTLER 2757-47 2757-48 10 Vitrified Clay Pipe 350 19 BVV 872 3259 E BUTLER AVE 2757-52 2758-11 6 Vitrified Clay Pipe 431 36 B 873 3259 E BUTLER AVE 2757-52 2758-11 6 Vitrified Clay Pipe 431 36 B 874 3259 E BUTLER AVE 2757-52 2758-11 6 Vitrified Clay Pipe 431 36 BVV 875 3203 E BUTLER AVE 2757-54 2757-52 6 Vitrified Clay Pipe 305 40 B 876 3203 E BUTLER AVE 2757-54 2757-52 6 Vitrified Clay Pipe 305 40 BVV 877 1236 S PARALLEL AVE 2757-55 2757-51 12 Concrete Pipe 341 8 BSV 878 3114 E VENTURA ST 2757-70 2757-71 6 Vitrified Clay Pipe 492 37 H 879 724 S ORANGE AVE 2757-71 2757-72 6 Vitrified Clay Pipe 355 61 B 880 2970 E VENTURA ST 2757-73 2757-63 10 Vitrified Clay Pipe 242 17 B 881 778 S HAZELWOOD BLVD 2757-75 2757-74 8 Vitrified Clay Pipe 158 8 H 882 3135 E MONTECITO AVE 2757-78 2757-77 6 Vitrified Clay Pipe 492 15 BVV 883 925 S FIRST ST 2757-80 2757-79 6 Vitrified Clay Pipe 430 11 B 884 935 TOPEKA AVE 2757-92 2757-90 8 Vitrified Clay Pipe 326 24 B 885 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 B 886 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 B 887 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 H 888 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 H P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 24 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
889 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 HSV 890 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 HVV 891 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 HVV 892 728 S HAZELWOOD BLVD 2757-95 2757-103 6 Vitrified Clay Pipe 326 50 SMWZ 893 1259 S HAZELWOOD BLVD 2758-09 2758-10 6 Vitrified Clay Pipe 105 5 BVV 894 1309 S THIRD ST 2758-14 2758-11 6 Vitrified Clay Pipe 486 18 B 895 1034 S FOURTH ST 2758-17 2758-06 6 Vitrified Clay Pipe 485 30 B 896 1034 S FOURTH ST 2758-17 2758-06 6 Vitrified Clay Pipe 485 30 B 897 1034 S FOURTH ST 2758-17 2758-06 6 Vitrified Clay Pipe 485 30 B 898 1034 S FOURTH ST 2758-17 2758-06 6 Vitrified Clay Pipe 485 30 BVV 899 833 S FOURTH ST 2758-23 2758-31 6 Vitrified Clay Pipe 297 22 B 900 833 S FOURTH ST 2758-23 2758-31 6 Vitrified Clay Pipe 297 22 B 901 833 S FOURTH ST 2758-23 2758-31 6 Vitrified Clay Pipe 297 22 BSV 902 833 S FOURTH ST 2758-23 2758-31 6 Vitrified Clay Pipe 297 22 D 903 3445 E EL MONTE WAY 2758-29 2758-31 6 Vitrified Clay Pipe 373 5 B 904 3438 E MONTECITO AVE 2758-33 2758-32 6 Vitrified Clay Pipe 187 10 B 905 3438 E MONTECITO AVE 2758-33 2758-32 6 Vitrified Clay Pipe 187 10 B 906 3445 E ALTA AVE 2758-34 2758-33 6 Vitrified Clay Pipe 100 5 BSV 907 3522 E EL MONTE WAY 2758-41 2758-40 6 Vitrified Clay Pipe 242 28 BVV 908 1134 S FIFTH ST 2758-51 2758-16 6 Vitrified Clay Pipe 519 9 H 909 3588 E ALTA AVE 2758-53 2758-47 6 Vitrified Clay Pipe 522 33 B 910 3588 E ALTA AVE 2758-53 2758-47 6 Vitrified Clay Pipe 522 33 B 911 3585 E LYELL AVE 2758-55 2758-56 6 Vitrified Clay Pipe 606 43 H 912 3585 E LYELL AVE 2758-55 2758-56 6 Vitrified Clay Pipe 606 43 H 913 1354 S ORANGE AVE 2758-60 2758-62 6 Vitrified Clay Pipe 604 20 B 914 3701 E ALTA AVE 2759-02 2759-03 6 Vitrified Clay Pipe 531 34 B 915 3701 E ALTA AVE 2759-02 2759-03 6 Vitrified Clay Pipe 531 34 B 916 3701 E ALTA AVE 2759-02 2759-03 6 Vitrified Clay Pipe 531 34 H 917 3750 E EL MONTE WAY 2759-10 2759-12 6 Vitrified Clay Pipe 531 97 B 918 3750 E EL MONTE WAY 2759-10 2759-12 6 Vitrified Clay Pipe 531 97 B 919 3750 E EL MONTE WAY 2759-10 2759-12 6 Vitrified Clay Pipe 531 97 B 920 3750 E EL MONTE WAY 2759-10 2759-12 6 Vitrified Clay Pipe 531 97 B 921 3750 E EL MONTE WAY 2759-10 2759-12 6 Vitrified Clay Pipe 531 97 BSV 922 3750 E EL MONTE WAY 2759-10 2759-12 6 Vitrified Clay Pipe 531 97 BVV 923 3733 E ALTA AVE 2759-11 2759-03 6 Vitrified Clay Pipe 380 21 BSV 924 1104 S EIGHTH ST 2759-15 2759-16 6 Vitrified Clay Pipe 377 18 B 925 1104 S EIGHTH ST 2759-15 2759-16 6 Vitrified Clay Pipe 377 18 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 25 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
926 1104 S EIGHTH ST 2759-15 2759-16 6 Vitrified Clay Pipe 377 18 BVV 927 1133 S ORANGE AVE 2759-16 2758-53 6 Vitrified Clay Pipe 378 21 D 928 1040 S CHANCE AVE 2760-13 2760-14 12 Vitrified Clay Pipe 244 5 XP 929 1034 S PEACH AVE 2763-14 2763-20 8 Vitrified Clay Pipe 679 36 BSV 930 1034 S PEACH AVE 2763-14 2763-20 8 Vitrified Clay Pipe 679 36 BVV 931 154 E EDEN AVE 2853-33 2853-35 30 Concrete Pipe 24 5 B 932 661 E CALIFORNIA AVE 2854-02 2854-18 6 Vitrified Clay Pipe 388 18 B 933 661 E CALIFORNIA AVE 2854-02 2854-18 6 Vitrified Clay Pipe 388 18 B 934 941 KLETTE AVE 2854-07 2854-08 6 Vitrified Clay Pipe 425 17 B 935 941 KLETTE AVE 2854-07 2854-08 6 Vitrified Clay Pipe 425 17 BVV 936 527 FRESNO ST 2854-13 2854-14 6 Vitrified Clay Pipe 202 17 B 937 527 FRESNO ST 2854-13 2854-14 6 Vitrified Clay Pipe 202 17 BVV 938 1138 KLETTE AVE 2854-16 2854-15 6 Vitrified Clay Pipe 350 30 BSV 939 1052 KLETTE AVE 2854-17 2854-16 6 Vitrified Clay Pipe 600 36 B 940 1052 KLETTE AVE 2854-17 2854-16 6 Vitrified Clay Pipe 600 36 B 941 928 KLETTE AVE 2854-18 2854-17 6 Vitrified Clay Pipe 354 13 B 942 617 KERN ST 2854-19 2854-20 6 Vitrified Clay Pipe 609 8 BSV 943 1060 WATERMAN AVE 2854-20 2854-21 6 Vitrified Clay Pipe 578 60 B 944 1060 WATERMAN AVE 2854-20 2854-21 6 Vitrified Clay Pipe 578 60 B 945 1060 WATERMAN AVE 2854-20 2854-21 6 Vitrified Clay Pipe 578 60 B 946 1060 WATERMAN AVE 2854-20 2854-21 6 Vitrified Clay Pipe 578 60 B 947 1060 WATERMAN AVE 2854-20 2854-21 6 Vitrified Clay Pipe 578 60 B 948 1060 WATERMAN AVE 2854-20 2854-21 6 Vitrified Clay Pipe 578 60 B 949 1140 WATERMAN AVE 2854-21 2854-22 6 Vitrified Clay Pipe 350 42 BSV 950 1140 WATERMAN AVE 2854-22 2854-23 6 Vitrified Clay Pipe 188 20 B 951 1240 WATERMAN AVE 2854-25 2854-24 6 Vitrified Clay Pipe 250 20 B 952 1240 WATERMAN AVE 2854-25 2854-24 6 Vitrified Clay Pipe 250 20 H 953 1234 POTTLE AVE 2854-30 2854-29 6 Vitrified Clay Pipe 295 17 B 954 1234 POTTLE AVE 2854-30 2854-29 6 Vitrified Clay Pipe 295 17 H 955 800 POTTLE AVE 2854-36 2854-35 6 Vitrified Clay Pipe 480 5 BVV 956 1053 MAYOR AVE 2854-40 2854-41 6 Vitrified Clay Pipe 535 21 BVV 957 1138 COLLINS AVE 2854-41 2854-42 6 Vitrified Clay Pipe 428 16 B 958 1210 COLLINS AVE 2854-43 2854-42 6 Vitrified Clay Pipe 347 11 B 959 917 A ST 2854-48 2854-47 10 Vitrified Clay Pipe 480 5 B 960 1032 TULARE ST 2854-54 2854-49 6 Vitrified Clay Pipe 435 23 B 961 1032 TULARE ST 2854-54 2854-49 6 Vitrified Clay Pipe 435 23 B 962 1032 TULARE ST 2854-54 2854-49 6 Vitrified Clay Pipe 435 23 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 26 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
963 1032 TULARE ST 2854-54 2854-49 6 Vitrified Clay Pipe 435 23 BVV 964 1136 A ST 2854-55 2754-67 6 Vitrified Clay Pipe 440 5 B 965 371 B ST 2855-02 2955-52 8 Vitrified Clay Pipe 402 9 BVV 966 320 B ST 2855-03 2955-52 8 Vitrified Clay Pipe 392 5 BSV 967 2103 S TUPMAN ST 2855-07 2855-86 10 Vitrified Clay Pipe 166 5 B 968 664 MAYOR AVE 2855-36 2855-30 8 Vitrified Clay Pipe 429 37 H 969 915 INYO ST 2855-39 2854-48 6 Vitrified Clay Pipe 430 35 B 970 915 INYO ST 2855-39 2854-48 6 Vitrified Clay Pipe 430 35 BVV 971 764 A ST 2855-40 2855-41 6 Vitrified Clay Pipe 483 9 B 972 554 B ST 2855-42 2855-28 6 Vitrified Clay Pipe 431 17 B 973 1124 KERN ST 2855-45 2855-90 6 Vitrified Clay Pipe 433 62 B 974 1124 KERN ST 2855-45 2855-90 6 Vitrified Clay Pipe 433 62 B 975 1124 KERN ST 2855-45 2855-90 6 Vitrified Clay Pipe 433 62 BVV 976 1124 KERN ST 2855-45 2855-90 6 Vitrified Clay Pipe 433 62 BVV 977 1124 KERN ST 2855-45 2855-90 6 Vitrified Clay Pipe 433 62 BVV 978 912 B ST 2855-45 2855-90 6 Vitrified Clay Pipe 480 15 B 979 811 B ST 2855-46 2855-47 6 Vitrified Clay Pipe 434 12 B 980 920 A ST 2855-47 2854-49 6 Vitrified Clay Pipe 479 18 BSV 981 1257 KERN ST 2855-50 2755-08 6 Vitrified Clay Pipe 420 9 B 982 1224 KERN ST 2855-51 2855-50 6 Vitrified Clay Pipe 487 5 B 983 1320 KERN ST 2855-56 2755-09 6 Vitrified Clay Pipe 380 8 B 984 761 E ST 2855-57 2855-58 6 Vitrified Clay Pipe 375 11 B 985 506 E ST 2855-64 2855-63 8 Vitrified Clay Pipe 538 5 B 986 1424 KERN ST 2855-67 2755-19 6 Vitrified Clay Pipe 423 19 B 987 1424 KERN ST 2855-67 2755-19 6 Vitrified Clay Pipe 423 19 BSV 988 750 MONO ST 2855-82 2855-33 6 Vitrified Clay Pipe 450 5 B 989 1424 KERN ST 2855-84 2855-85 10 Vitrified Clay Pipe 430 5 B 990 2539 E WOODWARD AVE 2856-04 2857-16 14 Vitrified Clay Pipe 407 9 H 991 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 992 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 993 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 994 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 995 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 996 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 997 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 998 1320 MONTEREY ST 2856-08 2856-62 6 Vitrified Clay Pipe 391 44 H 999 214 BROADWAY 2856-19 2856-20 6 Vitrified Clay Pipe 325 22 BVV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 27 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1000 214 BROADWAY 2856-19 2856-20 6 Vitrified Clay Pipe 325 22 H 1001 1820 MONTERY ST 2856-21 2856-71 6 Vitrified Clay Pipe 372 13 B 1002 253 FULTON ST 2856-28 2856-25 8 Vitrified Clay Pipe 401 33 B 1003 1820 SAN BENITO ST 2856-39 2856-23 6 Vitrified Clay Pipe 402 11 BSV 1004 564 F ST 2856-50 2855-69 18 Vitrified Clay Pipe 392 5 BVV 1005 401 H ST 2856-53 2856-42 10 Vitrified Clay Pipe 478 5 BSV 1006 1804 VENTURA ST 2856-55 2756-15 6 Vitrified Clay Pipe 536 39 B 1007 1804 VENTURA ST 2856-55 2756-15 6 Vitrified Clay Pipe 536 39 BSV 1008 1804 VENTURA ST 2856-55 2756-15 6 Vitrified Clay Pipe 536 39 BSV 1009 1804 VENTURA ST 2856-55 2756-15 6 Vitrified Clay Pipe 536 39 HSV 1010 241 H ST 2856-79 2856-80 10 Vitrified Clay Pipe 481 10 BVV 1011 241 H ST 2856-79 2856-80 10 Vitrified Clay Pipe 481 10 BVV 1012 310 G ST 2856-80 2856-67 10 Vitrified Clay Pipe 476 19 B 1013 310 G ST 2856-80 2856-67 10 Vitrified Clay Pipe 476 19 BSV 1014 2105 S VAN NESS AVE 2857-03 2857-05 8 Vitrified Clay Pipe 460 23 B 1015 1923 S MARY ST 2857-20 2857-11 6 Vitrified Clay Pipe 439 14 B 1016 2933 E HAMILTON 2857-27 2857-28 8 Vitrified Clay Pipe 75 21 H 1017 2748 E HAMILTON 2857-28 2857-30 8 Vitrified Clay Pipe 400 38 B 1018 2748 E HAMILTON 2857-28 2857-30 8 Vitrified Clay Pipe 400 38 B 1019 2748 E HAMILTON 2857-28 2857-30 8 Vitrified Clay Pipe 400 38 B 1020 2748 E HAMILTON 2857-28 2857-30 8 Vitrified Clay Pipe 400 38 B 1021 2748 E HAMILTON 2857-28 2857-30 8 Vitrified Clay Pipe 400 38 B 1022 2748 E HAMILTON 2857-28 2857-30 8 Vitrified Clay Pipe 400 38 HSV 1023 120 FULTON ST 2857-37 2857-48 6 Vitrified Clay Pipe 418 13 H 1024 2250 LOS ANGELES ST 2857-38 2857-40 6 Vitrified Clay Pipe 469 10 B 1025 2250 LOS ANGELES ST 2857-38 2857-40 6 Vitrified Clay Pipe 469 10 H 1026 210 VAN NESS AVE 2857-39 2856-31 6 Vitrified Clay Pipe 418 5 H 1027 2202 MONTEREY ST 2857-40 2757-26 6 Vitrified Clay Pipe 418 5 H 1028 2910 E HEATON AVE 2857-41 2857-27 8 Vitrified Clay Pipe 640 33 B 1029 100 M ST 2857-42 2857-41 8 Vitrified Clay Pipe 487 21 B 1030 100 M ST 2857-42 2857-41 8 Vitrified Clay Pipe 487 21 B 1031 100 M ST 2857-42 2857-41 8 Vitrified Clay Pipe 487 21 B 1032 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 B 1033 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H 1034 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H 1035 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H 1036 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 28 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1037 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H 1038 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H 1039 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H 1040 1780 S PEARL ST 2857-43 2857-24 6 Vitrified Clay Pipe 197 60 H 1041 2730 E WOODWARD AVE 2857-46 2857-14 8 Vitrified Clay Pipe 380 5 B 1042 202 FULTON ST 2857-48 2856-29 6 Vitrified Clay Pipe 483 15 B 1043 202 FULTON ST 2857-48 2856-29 6 Vitrified Clay Pipe 483 15 B 1044 202 FULTON ST 2857-48 2856-29 6 Vitrified Clay Pipe 483 15 H 1045 2060 S GEARHART ST 2858-02 2858-04 8 Vitrified Clay Pipe 496 58 B 1046 2008 ORANGE AVE 2858-03 2858-19 8 Vitrified Clay Pipe 420 8 B 1047 1919 S THIRD ST 2858-26 2858-14 6 Cast Iron 433 0 SRC 1048 3321 E BRALY AVE 2858-31 2858-27 6 Cast Iron 355 90 SRC 1049 3321 E BRALY AVE 2858-31 2858-27 6 Cast Iron 355 90 SRC 1050 1808 S FIFTH ST 2858-37 2858-34 8 Vitrified Clay Pipe 146 17 B 1051 3230 E ORLEANS AVE 2858-49 2858-43 6 Cast Iron 335 5 SRC 1052 3230 E ORLEANS AVE 2858-49 2858-43 6 Cast Iron 335 5 SRC 1053 1736 S HAZELWOOD BLVD 2858-52 2858-39 6 Vitrified Clay Pipe 335 26 B 1054 1728 S FOURTH ST 2858-53 2858-38 6 Vitrified Clay Pipe 335 8 BSV 1055 1742 S FIFTH ST 2858-54 2858-37 6 Vitrified Clay Pipe 335 21 D 1056 1725 S FIFTH ST 2858-55 2858-36 6 Vitrified Clay Pipe 363 21 B 1057 1429 S ORANGE AVE 2858-59 2858-58 6 Vitrified Clay Pipe 329 16 BVV 1058 1627 S FIFTH ST 2858-62 2858-55 6 Vitrified Clay Pipe 521 48 B 1059 1627 S FIFTH ST 2858-62 2858-55 6 Vitrified Clay Pipe 521 48 B 1060 1627 S FIFTH ST 2858-62 2858-55 6 Vitrified Clay Pipe 521 48 BVV 1061 1627 S FIFTH ST 2858-62 2858-55 6 Vitrified Clay Pipe 521 48 H 1062 1640 S FIFTH ST 2858-63 2858-54 6 Vitrified Clay Pipe 520 5 B 1063 1435 S FOURTH ST 2858-65 2858-68 6 Vitrified Clay Pipe 387 12 H 1064 3356 E BUTLER AVE 2858-68 2858-72 6 Vitrified Clay Pipe 465 12 B 1065 3241 E TOWNSEND AVE 2858-74 2858-72 6 Vitrified Clay Pipe 320 29 B 1066 3241 E TOWNSEND AVE 2858-74 2858-72 6 Vitrified Clay Pipe 320 29 BVV 1067 3125 E TOWNSEND AVE 2858-83 2858-80 6 Vitrified Clay Pipe 280 37 B 1068 3125 E TOWNSEND AVE 2858-83 2858-80 6 Vitrified Clay Pipe 280 37 B 1069 3125 E TOWNSEND AVE 2858-83 2858-80 6 Vitrified Clay Pipe 280 37 BVV 1070 3633 E BRALY AVE 2859-27 2859-17 8 Vitrified Clay Pipe 324 8 B 1071 1727 S ORANGE AVE 2859-30 2858-87 6 Vitrified Clay Pipe 615 17 BVV 1072 3747 E HEATON AVE 2859-40 2858-58 6 Vitrified Clay Pipe 640 16 B 1073 3747 E HEATON AVE 2859-40 2858-58 6 Vitrified Clay Pipe 640 16 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 29 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1074 54 E CALIFORNIA AVE 2953-12 2953-11 6 Vitrified Clay Pipe 362 30 B 1075 54 E CALIFORNIA AVE 2953-12 2953-11 6 Vitrified Clay Pipe 362 30 B 1076 54 E CALIFORNIA AVE 2953-12 2953-11 6 Vitrified Clay Pipe 362 30 BSV 1077 216 W ATCHISON ST 2953-13 2953-14 8 Vitrified Clay Pipe 628 34 BSV 1078 216 W ATCHISON ST 2953-13 2953-14 8 Vitrified Clay Pipe 628 34 BVV 1079 9 W ATCHISON ST 2953-14 2953-15 8 Vitrified Clay Pipe 97 8 B 1080 9 W ATCHISON ST 2953-20 2953-15 8 Concrete Pipe 257 8 B 1081 241 W ATCHISON ST 2953-23 2953-18 8 Vitrified Clay Pipe 330 5 B 1082 56 E LORENA ST 2953-26 2953-25 6 Vitrified Clay Pipe 582 51 B 1083 56 E LORENA ST 2953-26 2953-25 6 Vitrified Clay Pipe 582 51 B 1084 2220 S WALNUT AVE 2953-28 2953-30 8 Vitrified Clay Pipe 330 8 BVV 1085 2220 S WALNUT AVE 2953-29 2953-30 6 Vitrified Clay Pipe 658 8 BVV 1086 2220 S WALNUT AVE 2953-30 2953-42 8 Vitrified Clay Pipe 332 11 B 1087 2887 S THORNE AVE 2953-39 2953-33 8 Vitrified Clay Pipe 256 19 B 1088 2887 S THORNE AVE 2953-39 2953-33 8 Vitrified Clay Pipe 256 19 B 1089 2280 S WALNUT AVE 2953-41 2953-42 6 Vitrified Clay Pipe 659 18 B 1090 2280 S WALNUT AVE 2953-41 2953-42 6 Vitrified Clay Pipe 659 18 B 1091 2280 S WALNUT AVE 2953-41 2953-42 6 Vitrified Clay Pipe 659 18 BVV 1092 2131 S FAIVIEW AVE 2954-04 2954-05 6 Vitrified Clay Pipe 410 11 B 1093 2166 S LEE AVE 2954-05 2954-06 6 Vitrified Clay Pipe 437 18 BVV 1094 2139 S LEE AVE 2954-06 2954-14 8 Vitrified Clay Pipe 329 13 B 1095 2139 S LEE AVE 2954-06 2954-14 8 Vitrified Clay Pipe 329 13 B 1096 855 E LORENA AVE 2954-14 2954-24 8 Vitrified Clay Pipe 327 9 B 1097 2163 S MAUD AVE 2954-16 2954-14 6 Vitrified Clay Pipe 423 24 B 1098 608 E GEARY ST 2954-32 2954-33 6 Vitrified Clay Pipe 166 10 B 1099 608 E GEARY ST 2954-32 2954-33 6 Vitrified Clay Pipe 166 10 SMW 1100 2218 S MARTIN LUTHER 2954-36 2954-38 10 Vitrified Clay Pipe 521 25 B 1101 2385 S FAIRVIEW AVE 2954-61 2954-45 8 Vitrified Clay Pipe 241 16 BVV 1102 2390 S WALNUT AVE 2954-63 2953-09 10 Vitrified Clay Pipe 330 5 B 1103 2338 S WALNUT AVE 2954-64 2954-47 10 Vitrified Clay Pipe 331 14 BSV 1104 2374 S BARDELL ST 2955-18 2955-19 6 Vitrified Clay Pipe 320 8 B 1105 2372 S TUPMAN ST 2955-25 2955-26 8 Concrete Pipe 320 11 B 1106 2105 S MARTIN LUTHER 2955-28 2955-29 6 Vitrified Clay Pipe 619 37 B 1107 2105 S MARTIN LUTHER 2955-28 2955-29 6 Vitrified Clay Pipe 619 37 B 1108 1311 E FLORENCE AVE 2955-44 2955-47 10 Vitrified Clay Pipe 325 21 B 1109 1311 E FLORENCE AVE 2955-44 2955-47 10 Vitrified Clay Pipe 325 21 B 1110 2225 S EUNICE AVE 2955-46 2955-47 6 Vitrified Clay Pipe 523 38 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 30 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1111 2225 S EUNICE AVE 2955-46 2955-47 6 Vitrified Clay Pipe 523 38 H 1112 2206 S IVY AVE 2955-49 2955-50 6 Vitrified Clay Pipe 622 21 B 1113 1551 E FLORENCE AVE 2955-50 2955-55 10 Vitrified Clay Pipe 331 14 BVV 1114 2324 S IVY AVE 2955-51 2955-70 6 Vitrified Clay Pipe 681 33 B 1115 2292 S GENEVA AVE 2955-54 2955-55 6 Vitrified Clay Pipe 621 45 BSV 1116 2292 S GENEVA AVE 2955-54 2955-55 6 Vitrified Clay Pipe 621 45 H 1117 1636 E FLORENCE AVE 2955-55 2955-56 10 Vitrified Clay Pipe 307 27 B 1118 1636 E FLORENCE AVE 2955-55 2955-56 10 Vitrified Clay Pipe 307 27 B 1119 1636 E FLORENCE AVE 2955-55 2955-56 10 Vitrified Clay Pipe 307 27 H 1120 2290 S ELM AVE 2955-56 2955-57 10 Vitrified Clay Pipe 30 5 B 1121 1329 E FLORENCE AVE 2955-75 2955-44 8 Vitrified Clay Pipe 657 13 B 1122 2370 S KIRK ST 2956-21 2956-22 6 Vitrified Clay Pipe 305 8 B 1123 2385 S HOLLY AVE 2956-27 2956-28 6 Vitrified Clay Pipe 132 10 B 1124 2385 S HOLLY AVE 2956-27 2956-28 6 Vitrified Clay Pipe 132 10 B 1125 235 S ELM AVE 2956-32 2956-72 6 Vitrified Clay Pipe 165 13 B 1126 235 S ELM AVE 2956-32 2956-72 6 Vitrified Clay Pipe 165 13 BSV 1127 2365 S ELM AVE 2956-33 2956-32 6 Vitrified Clay Pipe 318 16 H 1128 1824 E CALIFORNIA AVE 2956-35 2956-46 6 Vitrified Clay Pipe 586 29 B 1129 1824 E CALIFORNIA AVE 2956-35 2956-46 6 Vitrified Clay Pipe 586 29 B 1130 2195 S ELM AVE 2956-36 2955-58 8 Vitrified Clay Pipe 168 9 B 1131 2233 S HOLLY AVE 2956-43 2956-40 6 Vitrified Clay Pipe 320 20 B 1132 2229 S POPPY AVE 2956-46 2956-37 6 Vitrified Clay Pipe 627 16 B 1133 2285 S HOLLY AVE 2956-47 2956-46 6 Vitrified Clay Pipe 305 32 BSV 1134 2285 S HOLLY AVE 2956-47 2956-46 6 Vitrified Clay Pipe 305 32 HVV 1135 2316 S KIRK ST 2956-54 2956-21 6 Vitrified Clay Pipe 664 33 B 1136 2316 S KIRK ST 2956-54 2956-21 6 Vitrified Clay Pipe 664 33 H 1137 2250 E CALIFORNIA AVE 2956-56 2956-57 6 Vitrified Clay Pipe 167 5 BVV 1138 2590 E CHURCH AVE 2956-62 2957-01 36 Reinforced Concrete Pipe 374 10 B 1139 2590 E CHURCH AVE 2956-62 2957-01 36 Reinforced Concrete Pipe 374 10 SRV 1140 2301 E FLORENCE AVE 2956-64 2956-63 6 Vitrified Clay Pipe 663 8 B 1141 2224 S CHERRY AVE 2956-66 2956-67 6 Vitrified Clay Pipe 545 28 B 1142 2224 S CHERRY AVE 2956-66 2956-67 6 Vitrified Clay Pipe 545 28 H 1143 2328 S CHERRY AVE 2956-67 2956-61 6 Vitrified Clay Pipe 615 21 H 1144 2167 S G ST 2956-79 2956-78 6 Vitrified Clay Pipe 165 9 B 1145 2167 S G ST 2956-79 2956-78 6 Vitrified Clay Pipe 165 9 H 1146 2111 S LOTUS AVE 2956-80 2956-82 6 Vitrified Clay Pipe 325 24 BVV 1147 2111 S LOTUS AVE 2956-80 2956-82 6 Vitrified Clay Pipe 325 24 H P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 31 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1148 2161 S LILY AVE 2956-81 2956-84 6 Vitrified Clay Pipe 600 20 B 1149 2256 S RAILROAD 2957-07 2957-06 8 Cast Iron 658 384 B 1150 2256 S RAILROAD 2957-07 2957-06 8 Cast Iron 658 384 B 1151 2384 SARAH ST 2957-12 2957-53 8 Vitrified Clay Pipe 265 16 B 1152 2384 SARAH ST 2957-12 2957-53 8 Vitrified Clay Pipe 265 16 H 1153 2336 S RAILROAD AVE 2957-15 2957-14 6 Vitrified Clay Pipe 393 27 B 1154 2336 S RAILROAD AVE 2957-15 2957-14 6 Vitrified Clay Pipe 393 27 BVV 1155 2336 S RAILROAD AVE 2957-15 2957-14 6 Vitrified Clay Pipe 393 27 BVV 1156 2356 S RAILROAD AVE 2957-16 2957-15 6 Vitrified Clay Pipe 771 22 H 1157 2356 S RAILROAD AVE 2957-16 2957-102 6 Vitrified Clay Pipe 383 15 B 1158 2356 S RAILROAD AVE 2957-16 2957-102 6 Vitrified Clay Pipe 383 15 B 1159 2356 S RAILROAD AVE 2957-16 2957-102 6 Vitrified Clay Pipe 383 15 H 1160 2643 E CHURCH AVE 2957-18 2957-19 6 Vitrified Clay Pipe 660 21 B 1161 2643 E CHURCH AVE 2957-18 2957-19 6 Vitrified Clay Pipe 660 21 B 1162 2643 E CHURCH AVE 2957-20 2957-21 8 Vitrified Clay Pipe 53 5 BSV 1163 2811 E CHURCH AVE 2957-28 2957-27 6 Vitrified Clay Pipe 329 29 BSV 1164 2811 E CHURCH AVE 2957-28 2957-27 6 Vitrified Clay Pipe 329 29 BVV 1165 2811 E CHURCH AVE 2957-28 2957-27 6 Vitrified Clay Pipe 329 29 BVV 1166 2303 S ORINDA ST 2957-38 2957-36 10 Vitrified Clay Pipe 672 34 B 1167 2500 E CALIFORNIA AVE 2957-40 2957-41 8 Vitrified Clay Pipe 250 36 B 1168 2500 E CALIFORNIA AVE 2957-40 2957-41 8 Vitrified Clay Pipe 250 36 B 1169 2384 SARAH ST 2957-53 2957-23 6 Vitrified Clay Pipe 397 16 BSV 1170 2384 SARAH ST 2957-53 2957-23 6 Vitrified Clay Pipe 397 16 H 1171 89 E GARRETT AVE 3053-19 3053-18 6 Vitrified Clay Pipe 388 5 B 1172 2581 S WALNUT AVE 3053-28 3153-05 12 Vitrified Clay Pipe 360 8 B 1173 1222 E KAVILAND AVE 3055-11 3055-12 8 Concrete Pipe 551 5 B 1174 2498 S ELM AVE 3055-18 3055-17 8 Vitrified Clay Pipe 660 5 B 1175 2424 E GROVE AVE 3056-10 3056-11 6 Vitrified Clay Pipe 444 21 B 1176 2424 E GROVE AVE 3056-10 3056-11 6 Vitrified Clay Pipe 444 21 B 1177 2424 E GROVE AVE 3056-10 3056-11 6 Vitrified Clay Pipe 444 21 B 1178 2495 S LILY AVE 3056-13 3056-12 8 Vitrified Clay Pipe 663 9 B 1179 2953 S ELM AVE 3056-28 3056-01 8 Concrete Pipe 676 13 BVV 1180 2953 S ELM AVE 3056-28 3056-01 8 Concrete Pipe 676 13 BVV 1181 2592 S CEDAR AVE 3059-10 3159-24 8 Vitrified Clay Pipe 207 5 B 1182 2536 S MAPLE AVE 3061-10 3061-11 6 Polyvinyl Chloride 388 4 D 1183 2594 S HABITAT AVE 3153-01 3153-08 48 Concrete Pipe 87 8 SRC 1184 2658 S LEE AVE 3154-07 3154-06 8 Vitrified Clay Pipe 555 10 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 32 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1185 2658 S LEE AVE 3154-07 3154-06 8 Vitrified Clay Pipe 555 10 B 1186 2750 S BARDELL ST 3155-12 3155-13 8 Vitrified Clay Pipe 209 5 B 1187 2734 S TUPMAN ST 3155-17 3155-30 8 Vitrified Clay Pipe 420 38 B 1188 2734 S TUPMAN ST 3155-17 3155-30 8 Vitrified Clay Pipe 420 38 B 1189 2734 S TUPMAN ST 3155-17 3155-30 8 Vitrified Clay Pipe 420 38 B 1190 2734 S TUPMAN ST 3155-17 3155-30 8 Vitrified Clay Pipe 420 38 BSV 1191 2727 S BARDELL ST 3155-19 3155-21 8 Vitrified Clay Pipe 260 56 B 1192 2727 S BARDELL ST 3155-19 3155-21 8 Vitrified Clay Pipe 260 56 B 1193 2727 S BARDELL ST 3155-19 3155-21 8 Vitrified Clay Pipe 260 56 B 1194 2727 S BARDELL ST 3155-19 3155-21 8 Vitrified Clay Pipe 260 56 B 1195 2697 S BARDELL ST 3155-21 3155-23 8 Vitrified Clay Pipe 260 19 B 1196 2677 S BARDELL ST 3155-23 3155-26 8 Vitrified Clay Pipe 270 22 B 1197 2677 S BARDELL ST 3155-23 3155-26 8 Vitrified Clay Pipe 270 22 B 1198 2677 S BARDELL ST 3155-23 3155-26 8 Vitrified Clay Pipe 270 22 B 1199 2672 S TUPMAN ST 3155-30 3155-29 8 Vitrified Clay Pipe 390 39 B 1200 2672 S TUPMAN ST 3155-30 3155-29 8 Vitrified Clay Pipe 390 39 B 1201 2672 S TUPMAN ST 3155-30 3155-29 8 Vitrified Clay Pipe 390 39 B 1202 2672 S TUPMAN ST 3155-30 3155-29 8 Vitrified Clay Pipe 390 39 BVV 1203 1307 E DOROTHY AVE 3155-32 3155-36 8 Vitrified Clay Pipe 165 16 BVV 1204 1004 E DRUMMOND AVE 3155-39 3154-20 8 Vitrified Clay Pipe 664 371 HVV 1205 1046 E CALWA AVE 3155-60 3154-10 8 Vitrified Clay Pipe 664 326 B 1206 2627 S EAST AVE 3157-08 3157-09 10 Vitrified Clay Pipe 222 5 BVV 1207 2734 S TUPMAN ST 3157-17 3157-23 8 Vitrified Clay Pipe 420 20 B 1208 2734 S TUPMAN ST 3157-17 3157-23 8 Vitrified Clay Pipe 420 20 B 1209 2696 S MAPLE AVE 3160-17 3160-10 12 Vitrified Clay Pipe 350 5 BSV 1210 4771 E DATE AVE 3161-01 3161-08 8 Vitrified Clay Pipe 535 5 B 1211 2991 LEE AVE 3254-09 3254-12 6 Vitrified Clay Pipe 316 5 B 1212 3052 S MARTIN LUTHER 3254-11 3254-13 15 Reinforced Concrete Pipe 331 75 BSV 1213 3052 S MARTIN LUTHER 3254-11 3254-13 15 Reinforced Concrete Pipe 331 75 BVV 1214 3052 S MARTIN LUTHER 3254-11 3254-13 15 Reinforced Concrete Pipe 331 75 SRVC 1215 1664 E CHESTER AVE 3255-15 3255-14 8 Vitrified Clay Pipe 458 5 BSV 1216 3187 E COMMERCE AVE 3258-03 3258-08 8 Vitrified Clay Pipe 625 5 H 1217 2907 S MAPLE AVE 3260-04 3260-14 10 Vitrified Clay Pipe 570 35 B 1218 2907 S MAPLE AVE 3260-04 3260-14 10 Vitrified Clay Pipe 570 35 B 1219 2907 S MAPLE AVE 3260-04 3260-14 10 Vitrified Clay Pipe 570 35 BSV 1220 4525 E COMMERCE AVE 3260-09 3260-10 8 Vitrified Clay Pipe 500 8 B 1221 2907 S MAPLE AVE 3260-14 3260-13 10 Vitrified Clay Pipe 660 54 B P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 33 of 34 7/11/2014 BCF-2 POINT REPAIRS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH PRIORITY POINT REPAIRS
DRAFT
No. Street Upstream
MH
Downstream
MH
Diameter
(in) Material Total
Length (ft) MOSR Priority Code
1222 2907 S MAPLE AVE 3260-14 3260-13 10 Vitrified Clay Pipe 660 54 B 1223 2907 S MAPLE AVE 3260-14 3260-13 10 Vitrified Clay Pipe 660 54 B 1224 2907 S MAPLE AVE 3260-14 3260-13 10 Vitrified Clay Pipe 660 54 B 1225 2907 S MAPLE AVE 3260-14 3260-13 10 Vitrified Clay Pipe 660 54 B 1226 313 W ROY AVE 3355-08 3355-02 8 Vitrified Clay Pipe 640 5 B 1227 207 W ROY AVE 3355-10 3355-08 8 Vitrified Clay Pipe 660 5 BSV 1228 10882 N. WOODROW AVE 561-44 561-43 8 Polyvinyl Chloride 184 5 D 1229 2303 E. WARICK 961-26 961-27 6 Polyvinyl Chloride 413 4 D 1230 419 W ESCALON AVE SN14540003 1454-11 8 Vitrified Clay Pipe 75 5 B 1231 4909 N GLENN AVE SN17550001 1755-43 8 Vitrified Clay Pipe 200 5 BSV 1232 1303 W CAMBRIDGE AVE SN22510002 2251-26 8 Cast Iron 71 65 SRC 1233 1303 W CAMBRIDGE AVE SN22510002 2251-26 8 Cast Iron 71 65 SRC 1234 1426 N ECHO AVE SN23540004 2354-47 6 Vitrified Clay Pipe 400 13 BVV 1235 1426 N ECHO AVE SN23540004 2354-47 6 Vitrified Clay Pipe 400 13 H 1236 1840 BROADWAY SN26540003 2654-32 6 Vitrified Clay Pipe 428 22 H 1237 1840 BROADWAY SN26540003 2654-32 6 Vitrified Clay Pipe 428 22 H 1238 1840 BROADWAY SN26540003 2654-32 6 Vitrified Clay Pipe 428 22 H 1239 1840 BROADWAY SN26540003 2654-32 6 Vitrified Clay Pipe 428 22 H 1240 1861 AMADOR ST SN26540004 2654-11 6 Vitrified Clay Pipe 428 26 B 1241 1861 AMADOR ST SN26540004 2654-11 6 Vitrified Clay Pipe 428 26 D 1242 1254 FULTON MALL SN26550002 SN26550003 30 Vitrified Clay Pipe 400 5 B 1243 517 FRESNO ST SN28540006 2854-13 6 Vitrified Clay Pipe 150 10 B 1244 517 FRESNO ST SN28540006 2854-13 6 Vitrified Clay Pipe 150 10 BVV 1245 517 FRESNO ST SN28540007 2854-13 6 Vitrified Clay Pipe 150 5 BVV 1246 1232 WATERMAN AVE SN28540010 2854-24 6 Vitrified Clay Pipe 150 5 B 1247 1226 POTTLE AVE SN28540012 2854-30 6 Vitrified Clay Pipe 150 5 H 1248 1137 COLLINS AVE SN28540014 2854-32 6 Vitrified Clay Pipe 150 10 BSV 1249 1137 COLLINS AVE SN28540014 2854-32 6 Vitrified Clay Pipe 150 10 BSV P:\213-0242\_Documents\Calculations\213242_PACP Calcs.xls 34 of 34 7/11/2014 pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX I – BCF-MOSR SEWER SEGMENTS
BCF-3 MOSR SEWER SEGMENTS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH MOSR REHABILITATION SECTIONS
DRAFT
No. Street Plat
Number
Upstream
MH
Downstream
MH
Pipe Diameter
(in) Material Total
Length (ft) MOSR $/ft Price
1 810 E BELGRAVIA AVE 2954 2954-59 2954-52 30 Concrete Segments 1038 600 260 $431,000 2 871 E CHURCH AVE 2954 2954-56 2954-59 30 Concrete Segments 294 138 260 $143,000 3 505 F ST 2856 2855-70 2856-64 18 Vitrified Clay Pipe 475 288 180 $155,000 4 506 E ST 2856 2855-63 2855-62 18 Vitrified Clay Pipe 230 129 180 $ 94,000 5 1430 SANTA CLARA ST 2856 2856-64 2855-63 18 Vitrified Clay Pipe 218 123 180 $ 91,000 6 3370 E MONO ST 2658 2658-35 2658-33 15 Reinforced Concrete Pipe 479 376 160 $143,000 7 3408 E MONO ST 2658 2658-36 2658-35 15 Reinforced Concrete Pipe 479 116 160 $143,000 8 860 N AUGUSTA AVE 2457 2457-08 2457-02 12 Standard Concrete Pipe 435 352 140 $121,000 9 2841 E SHIELDS AVE 2057 2057-26 2057-27 12 Vitrified Clay Pipe 473 272 140 $128,000 10 2997 E SHIELDS AVE 2057 2057-24 2057-25 12 Standard Concrete Pipe 473 267 140 $128,000 11 3074 E SAGINAW WAY 1957 1957-69 2057-08 12 Vitrified Clay Pipe 812 477 140 $212,000 12 3995 N FIRST ST 1957 1957-51 1957-50 8 Vitrified Clay Pipe 272 141 113 $ 79,000 13 1501 N CHESTNUT AVE 2361 2361-29 2362-76 8 Cast Iron 635 510 113 $153,000 14 1004 E DRUMMOND AVE 3155 3155-39 3154-20 8 Vitrified Clay Pipe 664 371 113 $158,000 15 1002 E JENSEN AVE 3155 3155-48 3154-21 8 Standard Concrete Pipe 619 348 113 $151,000 16 1046 E CALWA AVE 3155 3155-60 3154-10 8 Vitrified Clay Pipe 664 326 113 $158,000 Phase A Total =
CIPP Liner Rehabilitation Phase A
$ 2,488,000
P:\213-0242\_Documents\Calculations\213242_MOSR Rehab Segments.xls 1 7/11/2014 BCF-3 MOSR SEWER SEGMENTS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH MOSR REHABILITATION SECTIONS
DRAFT
No. Street Plat
Number
Upstream
MH
Downstream
MH
Pipe Diameter
(in) Material Total
Length (ft) MOSR $/ft Price
17 1206 E GROVE AVE 3055 3055-07 3055-08 8 Standard Concrete Pipe 660 351 113 $157,000 18 945 E KAVILAND AVE 3055 3055-10 3054-07 8 Standard Concrete Pipe 664 333 113 $158,000 19 1047 E BYRD AVE 3055 3055-08 3054-06 8 Concrete Segments 664 259 113 $158,000 20 952 E KAVILAND AVE 3055 3055-12 3054-08 8 Standard Concrete Pipe 664 144 113 $158,000 21 2256 S RAILROAD 2957 2957-07 2957-06 8 Cast Iron 658 384 113 $157,000 22 2943 N MARIPOSA ST 2157 2157-16 2157-05 8 Concrete Segments 659 380 113 $157,000 23 2602 N FRESNO ST 2157 2157-04 2156-57 8 Standard Concrete Pipe 659 363 113 $157,000 24 3013 E CORNELL AVE 2157 2157-29 2157-30 8 Standard Concrete Pipe 628 222 113 $152,000 25 2707 E BROWN AVE 2157 2157-35 2157-03 8 Standard Concrete Pipe 658 126 113 $157,000 26 4946 N EFFIE ST 1756 1756-61 1756-60 8 Vitrified Clay Pipe 464 156 113 $109,000 27 2515 N FIRST ST 2157 2157-44 2157-43 6 Standard Concrete Pipe 620 366 100 $140,000 28 2619 N FIRST ST 2157 2157-41 2157-40 6 Standard Concrete Pipe 617 337 100 $139,000 29 2907 E HARVARD AVE 2157 2157-39 2157-40 6 Vitrified Clay Pipe 659 318 100 $145,000 30 2514 N ANGUS ST 2157 2157-42 2157-43 6 Standard Concrete Pipe 638 170 100 $142,000 31 1540 N GERALDINE WAY 2352 2352-47 2352-44 6 Concrete Segments 665 436 100 $146,000 32 537 W HAMMOND AVE 2352 2352-09 2352-08 6 Vitrified Clay Pipe 617 104 100 $139,000 33 4947 N THESTA ST 1756 1756-46 1756-45 6 Vitrified Clay Pipe 525 116 100 $109,000 34 4748 N SAN PABLO AVE 1755 1755-56 1755-57 6 Cast Iron 398 380 100 $ 91,000 Phase B Total =
CIPP Liner Rehabilitation Phase B
$ 2,571,000
P:\213-0242\_Documents\Calculations\213242_MOSR Rehab Segments.xls 2 7/11/2014 BCF-3 MOSR SEWER SEGMENTS

CITY OF FRESNO WASTEWATER MASTER PLAN

HIGH MOSR REHABILITATION SECTIONS
DRAFT
No. Street Plat
Number
Upstream
MH
Downstream
MH
Pipe Diameter
(in) Material Total
Length (ft) MOSR $/ft Price
35 1782 E GROVE AVE 3056 3056-29 3056-28 8 Standard Concrete Pipe 659 346 113 $157,000 36 2504 S KIRK ST 3056 3056-13 3056-14 8 Standard Concrete Pipe 624 315 113 $152,000 37 2504 S HOLLY AVE 3056 3056-26 3056-27 8 Standard Concrete Pipe 630 261 113 $153,000 38 2504 S NICHOLAS AVE 3056 3056-11 3056-32 8 Concrete Segments 678 201 113 $160,000 39 2582 S LILY AVE 3056 3056-18 3056-19 8 Vitrified Clay Pipe 630 114 113 $153,000 40 1421 E CHURCH AVE 2955 2955-69 2955-07 8 Concrete Segments 664 162 113 $158,000 41 1503 E VASSAR AVE 2255 2255-14 2255-15 8 Standard Concrete Pipe 402 231 113 $ 99,000 42 2242 N GLENN AVE 2255 2255-15 2255-16 8 Standard Concrete Pipe 372 225 113 $ 94,000 43 3672 N MAROA AVE 2055 2055-05 2054-52 8 Concrete Segments 336 189 113 $ 89,000 44 6537 N TENTH ST 1559 1559-23 1559-22 8 Vitrified Clay Pipe 387 103 113 $ 97,000 45 5645 N TENTH ST 1559 1559-24 1559-23 8 Vitrified Clay Pipe 687 135 113 $162,000 46 1305 E OLIVE AVE 2355 2355-88 2355-08 6 Vitrified Clay Pipe 471 155 100 $101,000 47 1218 N FERGER AVE 2354 2354-12 2354-10 6 Vitrified Clay Pipe 662 144 100 $146,000 48 1610 E YALE AVE 2255 2255-29 2255-28 6 Standard Concrete Pipe 417 320 100 $ 94,000 49 1522 E YALE AVE 2255 2255-28 2255-27 6 Standard Concrete Pipe 364 215 100 $ 86,000 50 1508 E CLINTON AVE 2255 2255-08 2255-16 6 Standard Concrete Pipe 290 176 100 $ 76,000 51 2030 N WEST AVE 2252 2252-43 2251-25 6 Vitrified Clay Pipe 668 218 100 $147,000 52 3104 N NINTH ST 2159 2159-27 2159-28 6 Vitrified Clay Pipe 542 203 100 $111,000 53 307 E FOUNTAIN 2054 2053-15 2054-13 6 Vitrified Clay Pipe 612 134 100 $139,000 54 2033 E ASHCROFT AVE 1856 1856-04 1856-06 6 Cast Iron 233 200 100 $ 68,000 55 5123 W MISSION AVE 1645 1645-28 1645-29 6 Cast Iron 212 165 100 $ 65,000 56 5106 W SHAW AVE 1645 1645-26 1645-28 6 Cast Iron 185 165 100 $ 61,000 57 6414 N FOURTH ST 1358 1358-23 1358-22 6 Vitrified Clay Pipe 200 104 100 $ 63,000 Phase C Total =
CIPP Liner Rehabilitation Phase C
$ 2,631,000
P:\213-0242\_Documents\Calculations\213242_MOSR Rehab Segments.xls 3 7/11/2014 pw://Carollo/Documents/Client/CA/Fresno/8168P00/Deliverables/WWCSMP_App Wastewater Collection System Master Plan Update
APPENDIX J – BCF-CIP PROJECT MAP

Southeast Development Area (SEDA)
Specific Plan
Storm Drain Technical Study
DRAFT
June 10th, 2022
Prepared for:

Prepared by:
451 Clovis Avenue, Suite 200
Clovis, California 93612
Tel (559) 326-1400
Fax (559) 326-1500
www.bcf-engr.com
City of Fresno SEDA Specific Plan Program EIR
Storm Drain Technical Study Page i
220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers

TABLE OF CONTENTS
CHAPTER 1 INTRODUCTION ................................................................................................... 1

1.1 Project Description and Background ......................................................................... 1

1.2 Summary of Analysis ................................................................................................ 1 CHAPTER 2 REGULATORY FRAMEWORK ............................................................................. 4

2.1 General ..................................................................................................................... 4

2.2 Federal Regulations .................................................................................................. 4

2.3 State Regulations ..................................................................................................... 5

2.4 Local Regulations ..................................................................................................... 6 CHAPTER 3 EXISTING CONDITIONS ...................................................................................... 9

3.1 Storm Drainage Infrastructure ................................................................................... 9

3.1.1 General ............................................................................................................... 9

3.1.2 Fresno Metropolitan Flood Control District (FMFCD) .......................................... 9

3.1.3 Fresno Irrigation District (FID) ............................................................................10 CHAPTER 4 FUTURE STORM DRAIN INFRASTRUCTURE ...................................................13

4.1 General ....................................................................................................................13

4.2 General Plan Policies ..............................................................................................13

4.3 Master Plan Improvements ......................................................................................14 CHAPTER 5 SPECIFIC PLAN STORM DRAIN RUNOFF ANALYSIS .......................................17

5.1 General ....................................................................................................................17

5.2 Analysis Methodology ..............................................................................................19

5.3 Results ....................................................................................................................22 CHAPTER 6 IMPACTS AND MITIGATION ...............................................................................24

6.1 SEDA Planning ........................................................................................................24

6.2 5.2 Impacts of Significance ......................................................................................27

6.3 Conclusions .............................................................................................................31

LIST OF TABLES
Table 2.1 City of Fresno General Plan Objectives and Policies .................................................. 6 Table 4.1 Drainage Areas and Basin Capacities .......................................................................15 Table 5.1 General Plan–SEDA Equivalent Land Use Classifications .........................................19 Table 5.2 FMFCD Recommended Design C-Factors ................................................................20 Table 5.3 SEDA “C” Factors ......................................................................................................21 Table 5.3 General Plan (GP) and Specific Plan (SP) Anticipated Runoff Volume for .................23 Table 5.4 General Plan (GP) and Specific Plan (SP) Anticipated Runoff Volume for .................23 Table 6.1 SEDA Specific Plan Draft Policies Related to Recycled Water ..................................24

LIST OF FIGURES
Figure 1.1 SEDA Specific Plan Location .................................................................................... 3 Figure 3.1 Existing FMFCD Drainage Areas and Basins within SEDA ......................................11 Figure 3.2: Existing FID Facilities within SEDA .........................................................................12 Figure 4.1 General Plan Land Use within SEDA .......................................................................14 Figure 4.2 Proposed FMFCD Drainage Areas and Basins in SEDA ..........................................16 Figure 5.1 General Plan Land Use Map for SEDA Plan Area ....................................................17 Figure 5.2 SEDA Proposed Land Use .......................................................................................18 City of Fresno SEDA Specific Plan Program EIR
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LIST OF APPENDICES
Appendix A – Supporting Calculations
Appendix B – FMFCD Storm Drain and Flood Control Master Plan Appendix C – FMFCD Recommended Design “C” Factors for the City of Fresno City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers CHAPTER 1

INTRODUCTION

1.1 Project Description and Background
The City of Fresno (City) is preparing a Specific Plan and Program Environmental Impact Report (PEIR) for the Southeast Development Area (SEDA). The SEDA Specific Plan Area (Plan Area), previously known as the Southeast Growth Area (SEGA), is an approximately 9,000-acre area in the southeast portion of the City of Fresno that was formally designated as a growth area in the 2025 Fresno General Plan. The Plan Area is generally bound by the Gould Canal to the north, McCall and Highland Avenues to the east, Jenson and North Avenues to the south, and Locan, Temperance, and Minnewawa Avenues to the west; see Figure 1.1 for the Plan Area’s location.

SEDA was approved for incorporation into the City by the Local Agency Formation Commission (LAFCo) in 2006, with a number of qualifying provisions, of which included the preparation of a Specific Plan and associated environmental documents before the land could be annexed to the City. Located in Growth Area II, SEDA was planned for development after other infill initiatives from the City’s other planning efforts, and would be developed in phases. The General Plan established two levels of development – the General Plan Horizon and the General Plan Buildout.

The General Plan Horizon is the level of development predicted to occur by the “Horizon Year,” which was established as 2035, in accordance with the General Plan. General Plan Buildout is the level of development characterized by full occupancy of all developable sites in accordance with the General Plan; this is estimated to occur beyond 2035 (defined as past 2050).

As such, the General Plan defined development of SEDA under General Plan Horizon as a portion of the full buildout conditions – specifically, it assumes a residential development capacity of approximately 15,000 dwelling units. Accordingly, the residential development capacity of SEDA under General Plan Buildout is approximately 45,000 dwelling units, and the General Plan assumed that the additional 30,000 dwelling units would not be developed until after 2035.

However, though the General Plan was analyzed under the General Plan Horizon level, the associated MEIR (Master Environmental Impact Report) analyzed the environmental impacts of the General Plan under the buildout level of the Sphere of Influence (SOI), which encompasses other growth areas, including SEDA.

The Specific Plan for SEDA provides implementation mechanisms for development in the Plan Area that accommodate for increased density and accelerate housing production. As part of the City’s General Plan, SEDA was designated with land use classifications as defined in the General Plan. The Specific Plan presents alternative land use classifications for SEDA, and seeks to propose how the Plan Area will develop over time to complete buildout conditions with these newly-defined land use categories.

As part of the Specific Plan process, a PEIR needs to be developed to evaluate the impacts associated with the proposed improvements to the Plan Area, and what, if any, mitigation measures are necessary to account for such impacts. This technical report will focus on the impacts of the SEDA Specific Plan on storm drain facilities and the drainage capacity of the Plan Area.

1.2 Summary of Analysis
The City’s General Plan assigned land use classifications to areas located within the SEDA Specific Plan Area. Each land use classification has a set of characteristics assigned to it with respect to a specific utility demand that have been determined and/or calculated by various City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers contributing parties. The SEDA Specific Plan proposes new land use classifications for the Plan Area that are different than the General Plan classifications that may change the area’s characteristics as it relates to utilities, e.g., water demand, wastewater generation, or storm water runoff, when compared to the General Plan. Additionally, some land uses may change in area, further altering those characteristics.

In the case of storm drain utilities, each land use classification as defined in both the General Plan and the SEDA Specific Plan possesses varying degrees of drainage. An area’s runoff rate and volume are heavily affected by the amount of impervious surfaces within the area. Imperviousness is directly related to the type of land use, and can either positively or negatively affect an areas drainage capabilities with a change in impervious surfaces. A common characteristic that can define an area’s imperviousness, i.e. its ability to handle drainage during storm events, is its Equivalent Area, also known as the CA value. An area’s CA value is the product of a unique runoff coefficient (C) and its area (A). Runoff coefficients vary based on land use depending on a perceived level of imperviousness, i.e., areas with higher levels of impervious surfaces (e.g. shopping centers) will have higher runoff coefficients than those with less impervious surfaces (e.g. rural residential areas).

Changes in land use can affect the runoff rate and volume of areas depending on whether the change increases or decreases equivalent areas; these changes will impact drainage collection and disposal facilities. Typical drainage collection facilities include inlets, manholes, pipelines, and outfall structures, and disposal facilities are usually recharge or retention/detention basins, pump stations, and canals. Land use changes that increase runoff rates and volumes will have a negative impact on collection and disposal facilities. Increased equivalent areas result in increased peak runoff rates, which can increase head loss in collection system piping and reduce the system’s ability to convey peak runoff rates from inlets to basins, leading to possible flooding at the inlet and manhole locations. Basins are also impacted by increased runoff rates and volumes because basins are typically designed to withhold a specific volume of runoff, and any increase could lead to flooding. Conversely, land use changes that decrease runoff rates and volumes will have positive impacts on the collection and disposal system by reducing the peak runoff rate and the volume of runoff collected by inlets and basins.

The City’s storm drain system is managed, owned, and operated by the Fresno Metropolitan Flood Control District (FMFCD). The FMFCD has developed a Storm Drainage Master Plan (SDMP) that divides the City into various drainage areas. Each area facilitates the drainage of all parcels within the area via a system of collection and disposal facilities. The Plan Area includes six (6) proposed drainage areas, and two (2) existing drainage areas designed by FMFCD; each area has a designated basin for disposal, and a system of proposed collection facilities.

The Specific Plan is proposing a change in land use classifications within SEDA from those originally defined within the City’s 2025 General Plan. Land use classifications and areas are changing for several parcels, which is going to impact the equivalent area of each drainage area within the Plan Area. This technical study is limited to analyzing change in equivalent area of each drainage area between the General Plan land use case and the SEDA Specific Plan land use case, and determining if the proposed improvements will be sufficient to accommodate the revised runoff flows and volumes. The equivalent areas for each land use within the proposed drainage areas were calculated using the General Plan land use classifications, and subsequently compared to equivalent areas obtained using the Specific Plan land use classifications to evaluate the impact caused from a change in runoff characteristics.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Figure 1.1 SEDA Specific Plan Location
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers CHAPTER 2

REGULATORY FRAMEWORK

2.1 General
The FMFCD manages stormwater runoff collection and disposal within the Plan Area and the Fresno/Clovis metropolitan area in general. The FMFCD provides flood control within an approximately 400 square mile watershed in Fresno County, generally located between the Kings River and San Joaquin River, and extending up into the Sierra Nevada foothills. FMFCD also provides urban storm drainage, groundwater recharge, and recreation spaced in the Fresno/Clovis metropolitan area, as well as Clean Water Act pollution prevention compliance assistance.

The District’s flood control program consists of a system of major facilities and operations that control flows from a number of low-elevation streams that drain a portion of the west slope of the Sierra Nevada between the San Joaquin and Kings Rivers. The system is comprised of numerous flood control facilities including various dams and reservoirs, as well as many related streams and channels. The FMFCD is responsible for flood control and stormwater planning and management; the District Services Plan (DSP) provides comprehensive policies and implementation actions for flood control, rural streams management, local storm water drainage, stormwater quality management, water conservation, recreation, and related wildlife management.1 The FMFCD
coordinates with cities and the County of Fresno via a framework provided in the Storm Drainage and Flood Control Master Plan, which is prepared by the District as a specific element within the general plan of each agency. The Master Plan identifies urban and rural drainage area boundaries, computes runoff flows based on planned land use, identifies facility size and location, establishes street grades necessary to accomplish drainage of the runoff from the point of origin to the nearest collector facility, and identifies natural channels requiring preservation.

The FMFCD is responsible for reviewing all land use proposals for drainage and flood control needs and impacts, including evaluation of the proximity of development to floodplains, the need for the application of floodplain management requirements, the acceptability of proposed floodplain modifications’ compliance with and implementation of the Master Plan, and the identification of stormwater quality best management practices.

In addition to the standards and requirements set forth by the FMFCD, a number of other federal, state, and local regulations must be adhered to when planning storm drain facilities. The management of surface water quality is regulated by a number of policies, which are also discussed in the following sections.

2.2 Federal Regulations
Clean Water Act2
The Federal Water Pollution Control Act of 1972, commonly referred to as the Clean Water Act (CWA), regulates the discharge of pollutants into watersheds throughout the United States. It is the primary federal law regulating and governing water pollution, with the objective of restoring and maintaining the chemical, physical, and biological integrity of the nation’s waters. The CWA establishes the basic structure for regulating discharges if pollutants in waters of the United States and regulating quality standards for surface waters. Under the CWA., the EPA has implemented 1 Fresno Metropolitan flood Control District, “2016 District Services Plan,” 2016. 2 Clean Water Act, 33 U.S.C. §1251 et seq. (1972).

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers pollution control programs, such as setting wastewater standards for industry, and developed national water quality criteria recommendations for pollutants in surface waters. The CWA makes it unlawful to discharge any pollutant from a point source into navigable waters, unless a permit was obtained via the National Pollutant Discharge Elimination System (NPDES).

National Pollutant Discharge Elimination System3
The National Pollutant Discharge Elimination System (NPDES) was established in the CWA to regulate point sources that discharge pollutants into waters of the United States; this includes stormwater runoff from a Municipal Separate Storm Sewer System (MS4) to surface waters.

Stormwater runoff often carries pollutants, such as oil, pesticides, herbicides, trash, bacteria and heavy metals, which are some of the leading causes of water quality impairments. Storm water discharge is regulated under the NPDES permit for direct discharge into receiving waters and by the National Pretreatment Program for indirect discharge into sewage treatment plants. The NPDES permitting program delegates authority to state governments for implementation through State Water Boards. NPDES permits generally identify effluent and receiving water limits on allowable concentrations and/or mass emissions of pollutants contained in the discharge. Also included are prohibitions on discharges not specifically allowed under the permit, and provisions that describe required actions by the discharger, including industrial pretreatment, pollution prevention, and self-monitoring. All counties that have storm drain systems that service a population of 100,000 or more, as well as construction sites one (1) acre or larger, must file for and obtain an NPDES permit. Additionally, the EPA’s Storm Water Phase I Final Rule requires an operator or a regulated municipal separate storm sewer system to develop, implement, and enforce a program to reduce pollutants in post-construction runoff to the City’s storm drain system from new developments and redevelopment projects that result in land disturbance of (one) 1 or more acres, such as Best Management Practices (BMPs), ordinances, or other regulatory mechanisms.

National Flood Insurance Program
The Federal Emergency Management Agency (FEMA) is mandated to evaluate flood hazards as a result of the National Flood Insurance Act of 1968 and the Flood Disaster Protection Act of 1973. FEMA provides Flood Insurance Rate Maps (FIRMs) for local and regional planners to promote efficient land and floodplain development and to identify potential flood areas based on current conditions. The National Flood Insurance Program provides flood insurance to homeowners, renters, and businesses, and works with communities to adopt and enforce floodplain management regulations that help mitigate flooding effects. FEMA completes Flood Insurance Studies to delineate a FIRMs.

2.3 State Regulations
California Porter-Cologne Water Quality Control Act4
The Porter-Cologne Water Quality Control Act is the principal law governing water quality in California, for both above- and below-ground supplies. This act designated the SWRCB as the statewide water quality planning agency, and gave authority to nine (9) Regional Water Quality Control Boards (RWQCB) to oversee water quality on a day-to-day basis at both the local and regional levels. RWQCBs develop Regional Water Quality Plans (Basin Plans), regulate all pollutant or nuisance discharges that may affect either surface or groundwater, and implementing said water quality plans. The Central Valley RWQCB oversees the Fresno area. 3 Environmental Protection Agency (EPA), National Pollutant Discharge Elimination System (NPDES), 1972. 4 California Porter-Cologne Water Quality Act, California Water Code Div. 7 §13000 et seq. (1969) City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers The Central Valley RWQCB issues and enforces NPDES permits in Fresno, which allows the RWQCB to regulate where and how waste is disposed, including the discharge volume and effluent limits of the waste and the monitoring and reporting responsibilities of the discharger. The RWQCB also conducts inspections of permitted discharges and monitors permit compliance.

Statewide General Construction Permit5
The SWRCB issued the General Construction Permit (GCP), Order No. 2012-0006-DWQ, which requires construction projects of one (1) acre or larger to file specific Permit Registration Documents with the SWRCB prior to beginning construction. The documents include a Notice of Intent, risk assessment, site map, Storm Water Pollution Prevention Plan (SWPPP), annual fee, and a signed certification statement. The SWPPP must include applicable Best Management Practices (BMP) to be enacted during construction to prevent soil erosion and discharge of other construction-related pollutants that could contaminate nearby water resources. The SWPPP must also include a visual monitoring plan, a chemical monitoring program for nonvisible pollutants, and a sediment monitoring plan. The GCP also includes post-construction runoff reduction requirements.

2.4 Local Regulations
Storm water management is mainly regulated by the Central Valley RWQCB and the FMFCD.

There are other local regulations and planning documents that assist the City in overseeing storm water management and infrastructure.

Fresno General Plan6
The City’s General Plan contains the following goals, policies, and objectives relevant to the provision of wastewater service and facilities (Table 2.1):

Table 2.1 City of Fresno General Plan Objectives and Policies Relevant to Recycled Water Supply
Objective/Policy
Number Objective/Policy Text
Policy NS-2-b Soil Analysis Requirement. Identify areas with potential geologic and/or soils hazards, and require development in these areas to conduct a soil analysis and mitigation plan by a registered civil engineer (or engineering geologist specializing in soil geology) prior to allowing on-site drainage or disposal for wastewater, stormwater runoff, or swimming pool/spa water.

Objective NS-3 Minimize the risks to property, life, and the environment due to flooding and stormwater runoff hazards.

Policy NS-3-a Stormwater Drainage and Flood Control Master Plan. Support the full implementation of the FMFCD Storm Drainage and Flood Control Master Plan, the completion of planned flood control and drainage system facilities, and the continued maintenance of stormwater and flood water retention and conveyance facilities and capacities. Work with the FMFCD to make sure that 5 California State Water Resources Control Board(SWRCB), Order No. 2012-0006-DWQ, “National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities,” 2012.
6 City of Fresno, “Fresno General Plan,” December 18, 2014.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Objective/Policy
Number Objective/Policy Text
its Storm Drainage and Flood Control Master Plan is consistent with the General Plan.

Policy NS-3-b Curb and Gutter Installation. Coordinate with Fresno Metropolitan Flood Control District (FMFCD) to install curbing, gutters, and other drainage facilities with priority to existing neighborhoods with the greatest deficiencies and consistent with the Storm Drainage and Flood Control Master Plan.

Policy NS-3-c Dual Use Facilities. Support multiple uses of flood control and drainage facilities as follows:
• Use, wherever practical, FMFCD facilities for groundwater management and recharge; and
• Promote recreational development of ponding basin facilities located within or near residential areas, compatible with the stormwater and groundwater recharge functions.

Policy NS-3-e Pollutants. Work with FMFCD to prevent and reduce the existence of urban stormwater pollutants pursuant to the requirements of the National Pollution Discharge Elimination Systems Act.

Policy NS-3-f Flooding Emergency Response Plans. Work with responsible agencies to update emergency dam failure inundation plans, evacuation plans and other emergency response plans for designated flood-prone areas, including the San Joaquin riverbottom.

Policy NS-3-g Essential Facilities Siting Outside of Floodplains. Avoid siting emergency response and essential public facilities, such as fire and police stations, within a 100-year floodplain, unless it can be demonstrated that the facility can be safely operated and accessed during flood events.

Policy NS-3-h Runoff Controls. Implement grading regulations and related development policies that protect area residents from flooding caused by urban runoff produced from events that exceed capacity of the Storm Drainage and Flood Control Master Plan system of facilities. Place all structures and/or floodproofing in a manner that does not cause floodwaters to be diverted onto adjacent property, increase flood hazards to other property, or otherwise adversely affect other property.

Policy NS-3-i New Development Must Mitigate Impact. Require new development to not significantly impact the existing storm drainage and flood control system by imposing conditions of approval as project mitigation, as authorized by law. As part of this process, closely coordinate and consult with the FMFCD to identify appropriate conditions that will result in mitigation acceptable and preferred by FMFCD for each project.

Policy NS-3-k 100-Year Floodplain Policy. Require developers of residential subdivisions to preserve those portions of development sites as open space that may be subject to 100-year flood events, unless the flood hazard can be substantially mitigated by development project design.

Policy NS-3-l 200-Year Floodplain Protection. Promote flood control measures that maintain natural conditions within the 200-year floodplain of rivers and streams and, to the extent possible, combine flood control, recreation, water quality, and open space functions. Discourage construction of permanent improvements that would be adversely affected by periodic floods within the 200-year floodplain, particularly in the San Joaquin riverbottom.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Objective/Policy
Number Objective/Policy Text
Policy NS-3-m Flood Risk Public Awareness. Continue public awareness programs to inform the general public and potentially affected property owners of flood hazards and potential dam failure inundation. Remind households and businesses located in flood-prone areas of opportunities to purchase flood insurance.

Policy RC-6-f Regulate Sewage Disposal Facilities. Oppose development of new sewage disposal facilities either within the Planning Area or upgradient (north and east) of the Planning Area, unless the treatment facilities produce effluent that:
• Will not degrade the aquifer in the long term;
• Will not introduce contaminants into surface water that would negatively affect its potential economic use for drinking water. • Will not deleteriously affect downstream agricultural and urban uses; and
• Will not degrade sensitive riparian habitat.

City of Fresno Municipal Code7
Article 7, “Urban Storm Water Quality Management and Discharge Control,” of Chapter 6, “Municipal Services and Utilities,” of the City of Fresno Municipal Code includes provisions regarding storm water discharge for the City. The purpose of the Storm Water Quality Management and Discharge Control Ordinance is to ensure the health, safety, and general welfare of citizens, and protect the water quality of water courses and water bodies in accordance with the Clean Water Act (CWA) by reducing pollutants in urban storm water discharges to the maximum practicable extent and by prohibiting non-stormwater discharges to the storm drain system.

FMFCD Post-Development Standards Technical Manual8
The FMFCD published a Post-Development Standards Technical Manual in 2014 to provide development and redevelopment standards to address stormwater quality requirements for projects in areas that do not drain to the Regional Stormwater Management Basin System. Per the manual, five (5) drainage areas in the FMFCD service area do not drain into a stormwater management basin, and two (2) areas outside the service area do not drain into a regional stormwater management basin. These post-development requirements were developed to comply with the MS4 Permit maintained for stormwater and non-stormwater discharges from MS4 to waters of the United States. The manual provides guidance and recommendations for implementing stormwater quality BMPs with the intention of improving water quality and mitigating potential water quality impacts from stormwater and non-stormwater discharges.

FMFCD Standard Plans and Specifications
The FMFCD maintains a set of standard Specifications and Plans intended to serve as requirements for FMFCD improvements and projects. The specifications and plans are maintained and published by FMFCD for use by designers and Contractors. 7 City of Fresno Municipal Code, Chapter 6, “Municipal Services and Utilities, Article 7, “Urban Storm Water Quality Management and Discharge Control.”
8 Fresno Metropolitan Flood Control District, “Post-Development Standards Technical Manual,” prepared by Larry Walker Associates, June 2014.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers CHAPTER 3

EXISTING CONDITIONS

3.1 Storm Drainage Infrastructure

3.1.1 General
The Plan Area is located in the Upper Dry Subbasin of the Tulare-Buena Vista Lakes Watershed.

The Tulare-Buena Vista Lakes Watershed generally consists of the drainage area of the San Joaquin Valley south of the San Joaquin River; this includes major population centers as Fresno, Bakersfield, Porterville, Hanford, Tulare, and Visalia. Encompassing approximately 10.5 million acres, water primarily flows through the watershed from the northeast to the southwest, from the Sierra Nevada to the San Joaquin Valley. Rivers in the basin typically end at the Tulare Lake and Buena Vista Lake in the western San Joaquin Valley, but some surface water can drain north to the San Joaquin River during years of extreme rainfall. The main rivers that produce surface waters within the basin include the Kings, Kaweah, Tule, and Kern Rivers. Additional suppliers of surface water in the basin area include the San Luis Canal/California Aqueduct System, FriantKern Canal, and the Delta-Mendota Canal, which contribute imported surface waters to the basin.9
The Upper Dry Subbasin is approximately 2,126 square miles in area, and encompasses much of western Fresno County and small portions of Kings and San Benito Counties. There are several streams that run throughout both the basin and subbasin, of which the major ones include Dry Creek, Dog Creek, and Fancher Creek. Drainage in much of the subbasin area has been utilized as agricultural irrigation supply through the engineering and construction of numerous canal and conveyance systems.

There are a number of flood control reservoirs that work to control flows and provide irrigation supplies; these include the Friant Dam, Mendota Dam, Pine Flat Dam, Redbank Dam, Big Dry Creek Dam, Fancher Creek Dam, Redbank Creek , Pup Creek, and the Alluvial Drain Detention Basins. These facilities, along with the numerous canals, convey discharges throughout the City of Fresno.

3.1.2 Fresno Metropolitan Flood Control District (FMFCD) Stormwater collection in the City of Fresno is typically completed via FMFCD facilities. It begins with street gutters that collect and convey stormwater runoff to storm drain inlets. The runoff is collected in these inlets and delivered to FMFCD’s pipe networks, pump stations, and infiltration basins for groundwater recharge. Most runoff is discharged into recharge basins, but during heavy rainfall events, excess runoff overflows into a system of relief channels and canals that discharge to the San Joaquin River, its tributary streams, local agricultural canals, and FID facilities.

FMFCD’s Storm Drain Master Plan divides the District into many local drainage areas of one to two square miles throughout Fresno. All inlets, pipes, and pump stations within each drainage area are maintained by the District. The gutters, along with public streets and sidewalks, are maintained by the City of Fresno Street Maintenance Division. It is assumed that this maintenance agreement will remain in place for the foreseeable future. The District’s Storm Drainage and Flood Control Master Plan includes 164 adopted or proposed drainage areas, with all but five (5) areas 9 California Regional Water Quality Control Board Central Valley Region, “Water Quality Control Plan for the Tulare Lake Basin,” Third Edition, May 2018.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers served by a retention or detention facility.10 FMFCD basins have been sized for capacities of twoyear storms and for at least 60% of average rainfall 9 ; FMFCD allows a 20% change in volume
before basins need to be resized or relocated.11

Some portions of the Plan Area have been annexed by the FMFCD and are part of existing FMFCD drainage areas serving the Plan Area. These include:
• North SEDA (area bound between McKinley Avenue and the Gould Canal) o Drainage Area BS
 Basin BS
 Redbank Basin
o Drainage Area DS
 Drainage DS
• Central SEDA (area bound between Jensen and McKinley Avenues) o Drainage Area DV
 Basin DV
o Drainage Area BM
 Basin BM
o Drainage Area BL
 Basin BL
• Southern SEDA (area bound between North and McKinley Avenues) o Drainage Area BG
 Basin BG
o Drainage Area CS
 Basin CS
Drainage Areas DS and DV have existing basins that have been constructed, but the area has not been built out to master-planned conditions; these areas have been considered as proposed for analysis purposes.

The rest of the Plan Area is outside the District’s service area and currently relies on other means of storm water drainage to control flooding. The District is developing drainage areas for the Plan Area, and these area will be discussed further in Chapter 4. See Figure 3.1 for the existing FMFCD drainage areas/facilities in the Plan Area.

3.1.3 Fresno Irrigation District (FID)
The FMFCD maintains groundwater recharge contracts with the Cities of Fresno and Clovis, as well as the FID to provide for dry season delivery of imported surface water into the District’s local basins for detention/retention of water for groundwater recharge purposes. The District, along with several other entities, also maintains a Master Discharge Agreement with the FID to discharge stormwater into designated FID canals to prevent flooding. FMFCD may do so as long as they do not overtax canal capacities, cause damage, endanger personal property, deposit poor quality water, or interfere with the primary use of the FID system to transport and distribute irrigation water.

There are a number of existing FID facilities that cross the Plan Area, including canals and pipelines; these include, from northeast to southwest: Redbank Creek, the Gould Canal, the Gray Colony Canal, Dog Creek, the Mill Canal, the Temperance Canal, the Fancher Creek Canal, the Briggs Canal, the East Branch West Branch Canal, the Hansen Canal, and the Armstrong Canal. 10 Fresno Metropolitan Flood Control District, “2016 District Services Plan,” 2016. 11 City of Fresno, Section 4.9, “Hydrology and Water Quality,” “Southwest Fresno Specific Plan Draft EIR,” August 2017.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers These facilities currently serve portions of the Plan Area with irrigation water and stormwater runoff collection. There are a number of FID and private pipelines that help convey the irrigation water to users in the area. See Figure 3.2 for the existing FID facilities in the Plan Area.

Figure 3.1 Existing FMFCD Drainage Areas and Basins within SEDA City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Figure 3.2: Existing FID Facilities within SEDA
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers CHAPTER 4

FUTURE STORM DRAIN INFRASTRUCTURE

4.1 General
The FMFCD’s Storm Drainage and Flood Control Master Plan designates proposed improvements to the Plan Area to provide storm drain and flood control facilities for stormwater runoff. The FMFCD is currently developing proposed drainage areas and basins, along with facilities including inlets and pipelines, for the Plan Area, and all proposed improvements discussed in this chapter are preliminary and have not been officially approved and/or finalized.12

4.2 General Plan Policies
The General Plan discusses aspects of the storm drain and flood control systems as they pertain to development in Fresno. New storm drainage facilities are funded and constructed by owners/developers of properties pursuant to the City’s drainage fee requirements in fresno Municipal Code §12-1901 et. Seq., or constructed by FMFCD themselves under publicly awarded contracts. The City requires all drainage to be directed toward public streets to allow stormwater to travel along paved surfaces and into FMFCD inlets. The FMFCD pipeline network is designed with a peak flow capacity to accommodate a two-year storm; the basin capacities are determined from a percentage of this two-year storm runoff, but with a volume of 6 inches of rainfall. All basins are also designed with relief systems so that dewatering can occur between rain events and additional capacity can be created.

Any infill project that increases the amount of impervious surfaces, changes existing drainage patterns, and/or generates storm flows faster/greater than the existing condition could result in overburdening of the existing stormwater collection system. New developments are required to mitigate any increase in runoff by either increasing the capacity of the system (e.g., build more infrastructure), or maintain all runoff onsite to ensure offsite runoff does not increase.

The City also utilizes drainage basins for groundwater recharge, as well as for passive and active recreational uses in residential areas. Several basins throughout Fresno have received improvements that encourage recreational use, such as baseball and playground areas. Basins also provide critical areas for open space and urban wildlife habitats.

Per Section 9.4, “Storm Drainage and Flood Control,” of the General Plan, a portion of the SEDA Plan Area has not yet been annexed by the FMFCD, and therefore storm drain improvements were not designed at the time the General Plan was adopted. Storm Water Master Plans for the Plan Area were to be developed and adopted based on the General Plan requirements once all of SEDA was annexed by the District.

The General Plan includes two (2) locations of proposed storm drain basins within the Plan Area, of which both have been annexed and constructed. These include the Redbank Basin and Basin DS, both of which are located in the northern portion of the Plan Area (north of McKinley Avenue).

See Figure 4.1 for the General Plan Land Use Map with the proposed basins shown. 12 Wade, Denise, FMFCD Master Plan Special Projects Manager, Email to Blair, Church & Flynn, February 22, 2022.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Figure 4.1 General Plan Land Use within SEDA
Source: City of Fresno, “Fresno General Plan,” December 18, 2014.

4.3 Master Plan Improvements
In accordance with the Storm Drain and Flood Control Master Plan and other planning documents provided, the FMFCD is developing improvements for the Plan Area for storm drain facilities. As mentioned, the Plan Area encompasses all or part of the following existing drainage areas: BG, BL, BM, BS, CS, DS and, DV. Proposed drainage areas for SEDA include DT, DU, DW, DX, DY, and DZ. Most of the existing drainage areas include existing storm drain collection facilities, while the proposed drainage areas generally have no existing storm drain facilities. Areas DS and DV are the exceptions in that they are existing drainage areas with basins but have not yet been built out to master plan conditions. See Figure 4.2 for a map of existing and proposed drainage areas and basins.

FMFCD improvements include storm drain inlets and piping, which are being analyzed and developed in conjunction with the proposed land uses within the Plan Area. Those portions of the Plan Area encompassed in existing drainage areas include master planned utilities designed by FMFCD.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers There are seven (7) existing basins contributing to storm water collection for the Plan Area, and six (6) proposed basins within the Plan Area. There are also two (2) existing basins outside of the Plan Area that are not part of existing drainage areas, including the Redbank Basin and the Fancher Creek Basin, that may contribute to additional drainage capacity; however, these two basins were not considered in this study. Drainage area acreages and basin capacities are listed in Table 4.1. FMFCD basins are designed for a capacity of a two-year storm and for at least 60 percent of average rainfall. Per the FMFCD, the proposed drainage areas for SEDA have not been adopted yet, and the basin locations have not been finalized; those presented here have been placed by FMFCD staff. The Specific Plan must be analyzed and evaluated for impacts on the aggregate area and each planned basin area; this analysis will be discussed in Chapter 5.

Table 4.1 Drainage Areas and Basin Capacities
Drainage Area
Designation
Drainage Area Size A
(Acres)
Basin Volume B
(Acre-Ft)
Existing Drainage Areas/Basins
BG 755 232.1
BL 782 301.1
BM 1,519 390.4
BS 1,341 396.7
CS 854 346.5
DS C 1,960 1,383.3
DV C 505 230.0
Proposed Drainage Areas/Basins
DT 983 232.4
DU 1,307 323.8
DW 756 233.9
DX 879 304.5
DY 749 295.2
DZ 698 263.6
A Drainage areas obtained from GIS Shape files provided by FMFCD B Basin volumes obtained from H&H calculation sheets provided by FMFCD C Existing Drainage Area and basin but not yet built out City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Figure 4.2 Proposed FMFCD Drainage Areas and Basins in SEDA City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers CHAPTER 5

SPECIFIC PLAN STORM DRAIN RUNOFF ANALYSIS

5.1 General
The SEDA Specific Plan revised the General Plan buildout land use classifications in the Plan Area to new SEDA-specific land use classifications – see Figure 5.1 for the General Plan Land Use Map of the Plan Area, and Figure 5.2 for the SEDA Specific Plan Land Use Map for the chosen alternative for the Plan Area. With changes in land use classifications, the Plan Area will need to be evaluated for impacts to the existing and proposed stormwater collection system due to changes in stormwater runoff.

Figure 5.1 General Plan Land Use Map for SEDA Plan Area Source: City of Fresno General Plan, Figure LU-1, December 2014, Figure Updated 3/2/2021 City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Figure 5.2 SEDA Proposed Land Use
Source: Southeast Development Area Specific Plan Notice of Preparation, First Carbon Solutions, 02/2022
Increases in CA values result in increased peak runoff rates, which can increase friction losses in pipes and lead to a decline in a collection system’s ability to convey stormwater runoff from inlets to basins. This can cause flooding at the inlets and manholes of the collection system. Basins will also receive increased volumes of stormwater runoff that may surpass their design volumes, resulting in a deficit between what the basin can store and the amount of runoff produced. This may cause flooding of surrounding streets at the basins. Basins are designed with relief systems to help drain stored runoff in between storm events to maximize capacity during storm events.

The FMFCD grading design criteria requires that, to the greatest extent, water due to flooding at basins and inlets cannot exceed the finished floor of adjacent buildings before it can flow out of the catchment area for the basin or inlet. This is to ensure buildings are not flooded due to drainage collection or disposal system failures. This will be an important factor in future developments within the Plan Area.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers

5.2 Analysis Methodology
This analysis compares the Equivalent Areas (CA value) of each existing and proposed drainage area within SEDA between the General Plan Land Uses and the SEDA Specific Plan Land Uses.

Generally speaking, the CA value is a measure of the imperviousness of an area, and is a product of the area (A) of a specific land use and its runoff factor (C). The drainage area, CA, is calculated as the sum of all individual land use areas multiplied by their runoff factors. The equivalent General Plan land uses for the SEDA land uses are shown in Table 5.1.

The technical analysis of the impacts of land use changes in the Plan Area was focused on comparing the changes in equivalent area for each drainage area of the General Plan to the Specific Plan to determine potential impacts to future storm drain collection systems and to assist in the development of mitigation measures if necessary. The methodology used to calculate the CA values for each case utilized land use data obtained from the City and design data from FMFCD. General Plan land use classifications and Specific Plan land use classifications were provided by the City of Fresno Planning and Development Department in the form of GIS (Geographic Information System) and Shape files. GIS and Shape files were also obtained from FMFCD for the existing drainage areas encompassed by the Plan Area.

For the General Plan land use analysis, the FMFCD’s “Recommended Design C-Factors for the City of Fresno” was used. Not all land uses described in the General Plan are listed in this table, so some C-factors were estimated based on their description, while others were taken from FMFCD’s hydraulic and hydrology spreadsheets when possible. Table 5.2 shows the C-factors used for the General Plan analysis.

The FMFCD is currently developing updated C Factors for the SEDA Specific Plan land use classifications; a set of preliminary values have been developed, and these were used in completing the SEDA Specific Plan analysis; see Table 5.3 for these C-factors. 13 .

Table 5.1 General Plan–SEDA Equivalent Land Use Classifications SEDA Specific Plan Land Use
Classifications A
Equivalent General Plan Land Use
Classification B
Residential – Mixed Residential Residential – Urban Neighborhood Residential – Neighborhood Residential Residential – Medium Density Residential – Rural Residential Residential – Low Density Residential – Rural Cluster Residential Residential – Low Density Employment – Office Center Employment – Office
Employment – Flexible Research &
Development
Employment – Business Park/
Regional Business Park
Employment – Institutional Public Facilities – College/School with Park Mixed Use – Regional Center Mixed Use – Regional Mixed Use Mixed Use – Community Center Mixed Use – Corridor/Center Mixed Use Mixed Use – Neighborhood Center Public Facilities – Neighborhood Center Open Space – Flood Control Basin Open Space – Ponding Basin Other Streets/Railroad/Canals/Etc.
13 Blair, Church & Flynn, “Storm Drainage Technical Report for the City of Fresno General Plan Update MEIR,” June 17, 2013.

A City of Fresno, “Notice of Preparation of a Program Environmental Impact Report for the Southeast Development Area Specific Plan, Fresno, California,” February 22, 2022.

B City of Fresno, “Fresno General Plan,” December 18, 2014.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Table 5.2 FMFCD Recommended Design C-Factors
General Plan Land Use
Classification
Equivalent FMFCD Land Use
Classification
“C” Factor
for 2 Year
Return
Period
Residential – Low Density Low Density Residential (0-2 DU/ac) 0.29 Residential – Medium Low Density Medium Low (2-5 DU/ac) 0.29 Residential – Medium Density Medium Density (5-10 DU/ac) 0.32 Residential – Medium High Density Medium-High Density (10-23 DU/ac) 0.42 Residential – Urban Neighborhood High Density Residential (23-44 DU/ac) 0.55 Employment – Office Office Commercial 0.65
Employment – Light Industrial Light Industrial 0.65
Employment – Business Park
Employment – Regional Business Heavy Industrial 0.75
Park
Corridor-Center Mixed Use Regional Shopping Center 0.70 Regional Mixed Use Community Commercial 0.70
Public Facility
MDR-50 0.50
Public Facility - Church
Public Facility - College
Public Facility – Elementary School
Public Facility – Middle & High
School
Commercial – Community Community Commercial 0.70
Open Space
Open Space 0.20
Open Space – Community Park
Open Space – Golf Course
Open Space – Neighborhood Park
Open Space – Park
Open Space – Ponding Basin
Open Space (Trail)
Canal Open Space 0.20
Planned Road Roads 0.90
Planned Trail Open Space 0.20
Railroad Railroad 0.50
SEGA Buffer Rural Density Residential (0-0.7 DU/ac) 0.29 SEGA School with Park MDR-50 0.50
Roads Roads 0.90
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Table 5.3 SEDA “C” Factors
SEDA Specific Plan Land Use
Classifications
FMFCD Land Use
Classification Runoff C-Factor
Residential – Mixed Residential Mixed Residential 0.46
Residential – Neighborhood Residential Neighborhood Residential 0.52 Residential – Rural Residential Low Density (0-2 DU/ac) 0.29 Residential – Rural Cluster Residential Rural Cluster Residential 0.31 Employment – Office Center Office Center 0.65
Employment – Flexible Research &
Development
Flexible Research &
Development

0.74 Employment – Institutional Institutional 0.60
Mixed Use – Regional Center Community Commercial 0.70
Mixed Use – Community Center Community Center 0.67
Mixed Use – Neighborhood Center Neighborhood Center 0.61 Open Space – Flood Control Basin Open Space 0.20
Other Roads 0.90
Since the drainage areas within the Plan Area are still under development, FMFCD provided design and analysis documents that included the basic drainage area information needed to complete the analysis, including drainage area size in acres and proposed basin volumes. GIS and Shape files were georeferenced to the California State Plane Coordinate System, Zone 4, Foot, NAD83 Datum for analysis. This allowed mapping of the land uses to pull information necessary to complete the analysis, including the area of each land use. The product of each land use area and its C factor was calculated and summed to determine the total Equivalent Area for the drainage area. This procedure was completed for the General Plan land uses and the Specific Plan land uses.

For both SEDA and General Plan areas, roads and some waterways were not included in the shape files provided, meaning the land use areas do not completely fill the basin boundary areas.

Through visual inspection of aerial photography, we determined which areas were water. It was assumed that the remaining difference in areas were roads. Thus, road areas were calculated by finding the total land use areas (including water) and subtracting it from the basin boundary area.

The Equivalent Area data was used to evaluate the required storage capacity for each drainage area, and how this compared to the existing/proposed drainage basins in the plan Area. The analysis was separated into two categories – existing and proposed. This is because, as has been established in this study, some of the Plan Area is encompassed within existing drainage areas already established by FMFCD, and thus only a portion of that drainage area’s total runoff is affected by the change in land use from General to Specific Plan. Additionally, the FMFCD has already completed runoff and volume calculations for these basins, which are already constructed and in use.

Analysis for the existing drainage areas consisted of calculating the increase in runoff volume for the portion of the existing drainage area locating within the Plan Area from the General Plan to the Specific Plan, and adding this increase to the FMFCD’s calculated runoff volume for the whole existing drainage area. This combined runoff volume was then deducted from the design volume of the existing basin in said drainage area to determine the remaining basin volume available.

Analysis for the proposed drainage areas differed slightly from the existing analysis. Because the drainage areas and basins proposed for the Plan Area are preliminary, FMFCD calculations for City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers the drainage area runoffs were not used; instead, the GIS and shape files of the City’s land uses and FMFCD’s drainage areas and basins were used to develop independent calculations for the runoff volumes of each proposed drainage area based on the General Plan land uses. Thus, the area and volume values may differ slightly from those obtained from FMFCD. The proposed analysis consisted of calculating the runoff volume for each proposed drainage area based on the General Plan land uses and the Specific Plan land uses, then finding the difference between them to determine an increase in runoff volume due to the Specific Plan. This increase was used in conjunction with proposed basin volumes provided by FMFCD to determine how much the runoff collected by the basin changed, and what the remaining available capacity was for each basin.

Runoff volume for each drainage area was determined using similar methods as the FMFCD:
• Q = C x A x d x F
o Q = Runoff Volume, ac-ft
o A = Total area impacted by SEDA within a basin’s boundary, ac o D = Rainfall depth (0.5 feet for all basins)
o F = Safety Factor (FMFCD uses 1.2 for a 20% buffer)

5.3 Results
The total runoff volume was determined for each drainage area under the General Plan and Specific Plan. In general, all drainage areas experienced some amount of increase in runoff volume. See Table 5.4and Table 5.5 for the results of the analysis completed for the existing and proposed drainage areas, and Appendix A for a more detailed version of the analysis.

As shown, none of the existing basins exceed a 20% change in runoff volume, and all existing basins have sufficient capacity available to accommodate the increase in runoff volume as a result of the Specific Plan development.

With regards to the proposed basins, there are two (2) basins of concern – Basin DW and Basin DX. Basin DW experiences a 16.2% increase in runoff volume, and while this does not exceed the 20% threshold, it does exceed the available volume of the proposed basin by 12.8 acre-feet, meaning that FMFCD will need to reevaluate Basin DW’s capacity. Basin DX has the opposite problem – while there is still 34 acre-feet of capacity available in the basin, the total runoff volume increased by 25.4%, which exceeds the 20% threshold. FMFCD will need to reevaluate either the basin’s size or location to accommodate this increase in runoff.

There may be a number of reasons as to why some of the basins experienced higher increases in runoff volumes from the General Plan to the Specific Plan.

One reason could be that the SEDA boundary has increased from that shown in the General Plan, indicated by the increased area of total land uses. The total area of the General Plan land uses is 8,253.76 acres, while the total area of the Specific Plan land uses was found to be 8,325.57 acres – an increase of approximately 72 acres. This increase will lend itself to an increase in developed area which may have increase C values, as well as increases in land use areas that will contribute to an increase in runoff volume.

Another contributor to increased runoff volume is changes in land use classifications. For the most part, the land use classifications remained fairly similar in nature and category when transitioning from the General Plan to the Specific Plan. However, a few areas of land uses in drainage areas DW and DX changed to different land uses that have larger runoff factors; these include “Public Facilities – School with Park,” and “Buffer.” Per the SEDA Specific Plan land use map, all but one area defined as “School with Park” in the General Plan land use map changed to the SEDA City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers “Neighborhood Center” land use. Similarly, the areas denoted as “Buffer” land use in the General Plan changed to “Rural Custer Residential” in the SEDA Specific Plan.

Finally, many SEDA land uses increased in area from their General Plan counterparts seemingly due to the elimination of the “Open Space” land uses included in the General Plan for the Plan Area, which totaled approximately 617 acres. As shown in Figure 5.2, approximately 249 acres of “Open Space,” and “Community Park” areas were removed from the Plan Area within Drainage Areas DW and DX, and those areas were absorbed by adjacent land uses, including various residential and mixed use land uses. Open Space land uses have a significantly smaller runoff factor than other land uses; consequently, this means that these Open Space areas were added to other land uses with larger runoff factors, thereby increasing the total runoff volume of Drainage Areas DW and DX within the SEDA Plan Area when compared to the General Plan buildout condition.

Table 5.4 General Plan (GP) and Specific Plan (SP) Anticipated Runoff Volume for Existing Basins Encompassed within SEDA
Drainage
Area

GP FMFCD
Design
Runoff
Volume
(ac-ft)
SP
Runoff
Volume
Increase
(ac-ft)
SP
Runoff
Volume
Increase
(%)
GP FMFCD Basin
Design Volume
(ac-ft)
Remaining
Basin Volume
(ac-ft)
BG 213.2 8.50 4.0% 232.1 10.4
BL 274.0 4.00 1.5% 301.1 23.1
BM 379.3 0.46 0.1% 390.4 10.7
BS 332.2 5.34 1.6% 396.7 59.2
CS 310.4 4.75 1.5% 346.5 31.3
Table 5.5 General Plan (GP) and Specific Plan (SP) Anticipated Runoff Volume for Drainage
Area
GP Runoff
Volume
(ac-ft)
SP
Runoff
Volume
Increase
(ac-ft)
SP
Runoff
Volume
Increase
(%)
GP FMFCD Basin
Design Volume
(ac-ft)
Remaining
Basin Volume
(ac-ft)
DS 433.8 85.2 19.6% 1,383.3 864.3
DT 207.3 18.7 9.0% 232.4 6.4
DU 305.0 3.8 1.3% 323.8 15.0
DV 171.7 6.6 3.8% 230.0 51.7
DW 212.3 34.4 16.2% 233.9 -12.8
DX 215.7 54.8 25.4% 304.5 34.0
DY 279.9 10.4 3.7% 295.2 4.9
DZ 237.4 11.1 4.7% 263.6 15.1
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers CHAPTER 6

IMPACTS AND MITIGATION

6.1 SEDA Planning
Improvements within the Plan Area will require modifications to master planned storm drain facilities and infrastructure. These facilities are being designed and developed by FMFCD in close coordination with the City.

A draft policy document has been completed for the SEDA Specific Plan (March 2022), which includes updated policies for the Plan Area, and proposed improvements to meet the chosen alternative for development of the area. Included among these are policies directly related to storm drainage in the Plan Area.14 These include:

Table 6.1 SEDA Specific Plan Draft Policies Related to Recycled Water Objective/Policy
Number Objective/Policy Text
Policy UF-7.3 Parking Design – Support vibrant, walkable, and accessible communities by successfully integrating and managing parking facilities within the urban fabric.

Minimize Heat Island Effect & Stormwater Runoff: Use planting, shading and paving techniques to minimize environmental impacts of parking facilities…
• Soil and planting materials on surface lots shall serve to:
o Arrest sediment movement
o Trap sediment-attached substances
o Encourage infiltration
o Encourage nutrient-fixing and absorption of flushed
surface contaminants during detention and infiltration
o Enhance water-cooling effect by shading runoff during detention and infiltration
• Paving in high-density and commercial areas should consist of pervious pavement systems or equivalent technology,
achieving a reduction of not less than 50% net impervious cover, for at least 50% of total pavement area as compared to a typical concrete or asphalt concrete system.

Policy OS-1.1 Joint Use of Open Spaces – Establish agreements to share facilities between the City of Fresno and Fresno Metropolitan Flood Control District, Fresno Irrigation District, and other local and regional agencies and organizations. At a minimum, and as early as possible with respect to development plans, the City of Fresno shall:
• Establish joint-use agreements with the Fresno Metropolitan Flood Control District to provide access to storm drainage/recharge basins for recreational use, where appropriate.
• Establish joint-use agreements with the Fresno Irrigation District to provide public access to areas adjacent to canals and creeks. These agreements should address issues associated with the provision of canal side trails, where appropriate.
14 City of Fresno, “Southeast Development Area Specific Plan Policy Draft,” March 2022.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Objective/Policy
Number Objective/Policy Text
Policy OS-2.3 Stormwater Management Features – Maximize the use of green stormwater management infrastructure – such as ponds, basins, swales, and other lowimpact systems – within the open space system.

Coordinate with Fresno Metropolitan Flood Control District (FMFCD) to incorporate green infrastructure within city parks and trails.

Policy PF-8.1 Provision of Water, Stormwater, & Wastewater Infrastructure – Provide water, stormwater, and wastewater infrastructure in accordance with the policies of the Water Resources Element. Refer to the Water Resources Element for detailed information.

Policy RC-4.3 Maximizing Groundwater Recharge – Establish integrated systems within the SEDA open space network to maximize recharge using stormwater, treated wastewater, and excess surface water supplies. Facilitate increased porosity and en-route stormwater recharge through the use of porous conveyance methods such as bioswales, naturalized channels, and layered basins.

Recharge and related systems shall be addressed in the SEDA Infrastructure Assessment.

Policy RC-4.4 Utilization of Recreation & Open Spaces as Groundwater Recharge Areas – Support recreation opportunities with a range of parks and multi-use trails by establishing joint-use agreements with Fresno Metropolitan Flood Control District to allow access to storm drainage/recharge basins for recreational use, when appropriate (see Open Space and Recreation Policy OS-1.2).

Policy RC-5.1 Stormwater Runoff – Implement stormwater management practices that minimize stormwater runoff impacts on the Tulare Lake Watershed. • Compact Development: Limit impervious cover by clustering new, higher density development within the SEDA, directing growth away from undeveloped portions of the watershed.
o Compact Development – Reduce the building footprint and overall impervious surface to minimize lot coverage on a per unit basis.
o Parking demand management – Reduce the demand for
parking stalls to lower the amount of impervious surface (and environmental impacts).
• Low Impact Development Practices: Implement practices such as natural conveyance, bioswales, and raingardens that minimize, slow and filter street runoff and remove pollutants, lowering peak volume and reducing the size and cost of stormwater infrastructure. o Natural conveyance
o Bioswales
o Raingardens
Policy RC-5.2 Hazardous Materials – Prevent contamination of the groundwater table and surface water resources.
• Signage: Install appropriate signage to deter the discharge of hazardous materials into storm drains.
• Pollution Prevention: Provide information to SEDA residents on appropriate ways to dispose of hazardous materials and chemicals. • Pesticide Reduction: Discourage all pesticide use for agricultural and landscaping uses within the SEDA.

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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Objective/Policy
Number Objective/Policy Text
• Remediation: Encourage rapid clean-up of contaminated groundwater consistent with applicable laws and regulations.

Policy RC-5.3 Construction Erosion – Prevent erosion on construction sites during storm events.
• Erosion & Sedimentation Control Plan: Require all construction projects to create and implement a plan using state and local best management practices for erosion and sedimentation control. • Runoff Control: Prevent loss of soil by stormwater runoff and sedimentation of storm sewers or receiving streams.

Policy RC-6.3 Flood Control & Stormwater Management – Evaluate and provide infrastructure to minimize community flood risk, enhance water quality, and provide locations for active recreation. Schematic designs will be included in the pending EIR-related water infrastructure planning tasks, as well as the SEDA Infrastructure Assessment.

Sub-Area or Development Proposal Delivery: Proposed stormwater systems shall be identified at the time of development project approval to the satisfaction of the City of Fresno. Systems must work within the requirements established in the pending EIR-related water infrastructure planning tasks, and the SEDA Infrastructure Assessment. • Stormwater Runoff Reductions – The City of Fresno and the developer will identify specific reduction measures required for the development proposal to move forward.
• Detailed Engineering: Infrastructure planning and engineering will be conducted with the proposed demand reduction factors included.

Policy RC-6.4 Shared Resources & Infrastructure – Develop methods and systems to share resources, infrastructure, and to capture the highest possible value for all public agencies. Resource-sharing strategies and plans shall be included in the SEDA Infrastructure Assessment.
• Water infrastructure Systems, Stormwater Systems, & Assessment:

The Water Section of the Resource Conservation Element will include a full Infrastructure Assessment (Water Supply Assessment, or WAS), as well as trunk infrastructure diagrams for water, wastewater, and stormwater systems. This work is being completed by the Fresno Metropolitan Flood Control District, and the City’s consultants as part of the preparation of the Environmental Impact Report (EIR) for the SEDA Plan. All this work and analysis will eventually be integrated into this, and other sections as required.
• Infrastructure Assessment: The WSA, currently underway as part of the SEDA EIR process, will include:
o Surface water analysis and allocation for the SEDA
o Groundwater analysis and allocation for the SEDA
o Recycled water systems analysis and planning for the SEDA • Water Infrastructure Planning: Informed by the results of the WSA, infrastructure plans will describe the following components of the water, wastewater, and stormwater systems for the SEDA:
o Stormwater
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Objective/Policy
Number Objective/Policy Text
 Stormwater plan map (including basins and
conveyances)
 Size and design standards for infrastructure basins and features.

6.2 5.2 Impacts of Significance
The proposed Specific Plan would result in a significant impact if it would:

1. Violate any water quality standards or waste discharge requirements (e.g. NPDES or RWQCB requirements) or otherwise substantially degrade surface or groundwater quality.

The Plan Area will undergo development as the Specific Plan is enacted, which will result in various construction activities for new projects that could impact water quality through soil erosion and increased silt and debris discharged into runoff, or present risks to surface water quality through the use of construction materials such as fuel or solvents. These risks may result in contamination of stormwater. New projects 1 acre or larger in size will be required to comply with the General Construction Permit, Order No. 2012-0006-DWQ, issued by the SWRCB, and will need to develop and implement a Storm Water Pollution Prevention Plan (SWPPP) to estimate sediment risk from construction activities to receiving waters, and specify Best Management Practices (BMPs) that would be used by the project to minimize pollution of stormwater.

The Plan Area will eventually be under the jurisdiction of the FMFCD for storm water and flood control management (portions of the Plan Area are currently within FMFCD boundaries, with the rest actively being developed and annexed). Operation of projects developed under the Specific Plan could produce the same contaminants that construction does. Water quality treatment for post-construction discharges to stormwater in the FMFCD urban flood control system area is provided by retention basins. Development in the FMFCD Master Plan area is exempt from further water quality requirements as long as the FMFCD’s Storm Water Quality Management Plan is implemented. Storm drainage improvements are funded by local drainage fees paid by developments and constructed by either FMFCD, developers, or both. Basins are effective at reducing average concentrations of a broad range of contaminants via filtration through soil, and are bult to design criteria exceeding Statewide Standard Urban Stormwater Mitigation Plan standards. Construction and operational impacts would be less than significant.

2. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that the project may impede sustainable groundwater management of the basin.

The FMFCD is developing designs for proposed drainage areas and basins for the Plan Area, and some portions of the area are already served by existing drainage areas and basins. As developed by FMFCD, the Plan Area’s storm drain system will include facilities to capture the runoff from proposed land uses and convey it to retention basins where it will infiltrate into the soil. As designed, basins have the capacity for a two-year storm and for at least 60 percent of average annual rainfall. The existing and proposed basins will encourage groundwater recharge through stormwater collection; the impact would be less than significant.

City of Fresno SEDA Specific Plan Program EIR
Storm Drain Technical Study Page 28 of 31
220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers

3. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river or through addition of impervious surfaces, in a manner which would:
a. Result in a substantial erosion or siltation on- or off-site; The drainage pattern in the Plan Area would remain similar to the conditions established for drainage systems in the City’s General Plan and FMFCD planning documents; runoff from developed properties would be conveyed to public streets and via curbs and gutters to storm drain inlets, and then through piping systems to FMFCD basins where the runoff would be stored and infiltrated into the soil.

Retention basin capacities for the Plan Area are shown in Table 4.1. Proposed basins are being designed and sized for SEDA Specific Plan buildout, and per the analysis in this study may require additional storage in the form of new or expanded basins. Additionally, the FMFCD master plan includes many proposed storm drain facilities to be installed within the Plan Area and proposed drainage areas. Impacts would be less than significant.

The main natural sources of erosion in the area are wind and flowing water.

Erosion can be exacerbated by construction activities if effective erosion control measures are not in place. Siltation, the settling of sediment to the bed of a stream or lake, can result from soil erosion, and can negatively impact natural watercourses. Portions of the Plan Area are currently used for agriculture and the General Plan includes areas for open space. At buildout of the proposed Specific Plan, many of the areas will be developed with land uses consisting of buildings, paved areas, and landscaping. Bare soil on farmland is more susceptible to erosion than developed land. Though areas of the Specific Plan will maintain mixed use facilities for agriculture and open land uses, implementation of the Specific Plan is expected to not result in a significant increase of onsite erosion, and impacts would be less than significant as long as proper erosion control and SWPPP measures are carried out during and post-construction/development. b. Substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site;
Development as part of the Specific Plan will increase the amount of impervious surfaces onsite and thus increase runoff from the Plan Area. As discussed in Chapter 5, the buildout of the Specific Plan when compared to the General Plan would result in a net change of 248 ac-ft in expected runoff; FMFCD allows a 20 percent change in required basin volumes before the basin must be modified; as shown, the buildout of the Specific Plan results in a change in required volume of more than 20 percent in one basin (Basin DX), and the exceedance of one basin’s proposed capacity (Basin DW). The basins in questions will need to be revised or resized in conjunction with those other basins proposed for the SEDA Plan Area and the master plan storm drain facilities.

Minimum finish floor elevations in all developments under the Specific Plan would be required to be above flood pool elevations at affected sites, and such project would be designed and graded to not impede the flow of flood waters around or through the sites (per Fresno General Plan Policy NS-3-h). Proposed basins will be constructed to complete the proposed storm drain system. Development of the Specific Plan would not alter drainage patterns to cause flooding on or offsite, and the impacts would be less than significant.

City of Fresno SEDA Specific Plan Program EIR
Storm Drain Technical Study Page 29 of 31
220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers c. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial or additional sources of polluted runoff;
As stated above under 3.b, the buildout of the Specific Plan when compared to the General Plan would result in a net change of 248 ac-ft in expected runoff; FMFCD allows a 20 percent change in required basin volumes before the basin must be modified; as shown, the buildout of the Specific Plan results in a change in required volume of more than 20 percent in one basin (Basin DX), and the exceedance of one basin’s proposed capacity (Basin DW). These two basins will need to be revised by resizing or relocating; impacts would be less than significant if these basins are revised.

As stated above under 1, construction and operational impacts would be less than significant with regards to runoff pollution as long as proper erosion control and SWPPP measures are carried out during and post-construction/development. d. Impede or redirect flood waters.

As stated above in 3.a, the drainage pattern in the Plan Area would remain similar to the conditions established for drainage systems in the City’s General Plan and FMFCD planning documents. Impacts would be less than significant

4. Risk release of pollutants due to project inundation in flood hazard, tsunami, or seiche zones.

Development within floodplains puts structures in danger of repeat flooding from sources of flooding; in Fresno, these sources include the San Joaquin River and a number of foothill creeks, including Big Dry Creek, Dry Creek Canal, Redbank Creek, Fancher Creek, and several other smaller tributaries. Additionally, there are regulatory facilities that help control said bodies of water, including the Big Dry Creek Dam and Reservoir, the Fancher creek Dam and Fancher Creek Detention Basin, and the Redbank Dam and Redbank Creek Detention Basin.

FEMA (Federal Emergency Management Agency) classifies areas into various zones according to the risks associated with flooding of said areas. The Plan Area includes the following zones:
• Zone X (Unshaded) – areas outside of the 500-year (0.2% annual chance) floodplain with minimal risk of flooding.
• Zone X (Shaded) – areas between the 100-year and 500-year floodplain with moderate risk of flooding; areas within the 500-year (0.2% annual chance) floodplain, areas within the 100-year (1% annual chance) floodplain with average depths of less than 1 foot or with drainage areas less than 1 square mile, and areas protected by levees from the 100-year (1% annual chance) flood. • Zone A – A Special Flood Hazard Area (SFHA) within the 100-year (1% annual chance) floodplain with high risk of flooding; Base Flood Elevations (BFE) have not been determined.
• Zone AE – A Special Flood Hazard Area (SFHA) within the 100-year (1% annual chance) floodplain with high risk of flooding; Base Flood Elevations (BFE) have been determined.
• Zone A/AE, Regulatory Floodway – A Special Flood Hazard Area (SFHA) within the 100-year (1% annual chance) floodplain with high risk of flooding; the channel of a river or other watercourse and the adjacent land areas that must be reserved City of Fresno SEDA Specific Plan Program EIR
Storm Drain Technical Study Page 30 of 31
220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers in order to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height.

FEMA prepares Flood Insurance Rate Maps (FIRMS) to map flood zones in order to assist communities with floodplain management regulations and flood insurance requirements.

FEMA has prepared multiple FIRMS for the City that show floodplain zones throughout Fresno and surrounding areas. According to the FIRMs that include SEDA, a majority of the Plan Area is outside the 100-year flood zones; most areas are located within Zone X (Unshaded). However, several areas in the northern portion of SEDA (north of California State Route 180) are within zones of higher flood chances, including Zones X (Shaded), A, AE, and A/AE Regulatory Floodplains; these areas are mainly adjacent to existing rivers, creeks, canals, or detention basins.

As shown on FIRM Number 06019C1595H, areas surrounding and along the Fancher Creek are within Zone X (Shaded), the area containing the Redbank Detention Basin is within Zone A, areas surrounding and along the Mill Ditch and Redbank Creek are within Zone AE, and a portion of the Redbank Creek along the northern SEDA border is defined as a Regulatory Floodplain.

FEMA developed the Flood Insurance Program (FIP), of which the City is a participant of, to communities to adopt FIRMS, appoint a trained Floodplain Administrator, adopt a floodplain ordinance modeled after the FIP model ordinance, and enforce the ordinance and the requirements of Title 40 of the Code of Federal Regulations (40 CFR – Protection of Environment), Subchapter D (Water Programs, parts 100 – 149). The City enforces these requirements through Chapter 11, Article 6 of the Fresno Municipal Code (Fresno Flood Plain Ordinance), which outlines specific requirements for floodproofing of structures. The Specific Plan include developments that will be located within these SFHAs; development within these areas will require significant floodproofing, and any required review and approval of the developments by the City, FMFCD, FEMA, and any other governing body. If developments follow the floodplain ordinance, and General Plan objectives and policies are implemented, impacts associated with flooding of developments within the 100-year floodplain would be less than significant.

The plan area is located approximately 6 miles south of Big Dry Creek Dam. An expanded drain was installed at the base of the downstream side of the dam in 2014 to prevent potential damage to the dam from seepage under the dam. The dam is also inspected annually by the California Department of Water Resources Division of Safety of Dams.

Considering recent improvements and regular maintenance of the dam, the potential for dam failure is considered slight, and buildout of the Specific Plan would not exacerbate flood hazards due to dam inundation, and impacts would be less than significant. No areas in the Plan Area are mapped as protected from 100-year floods by levees, and thus buildout of the Specific Plan would not place people or structures in the Plan Area at risk of flooding due to levee failure; impacts would be less than significant.

A tsunami is an ocean wave caused by a sudden displacement of the ocean floor, most often due to an earthquake. The Plan Area is approximately 115 miles inland from the Pacific Ocean and is at elevation ranging from about 308 feet amsl (above mean sea level) at the southwest corner to 372 feet amsl at the northeast corner of the area. The Plan Area is not at risk of flooding due to a tsunami, and impacts would be less than significant.

A seiche is a surface wave created when an inland water body is shaken, usually by an earthquake. The nearest body of water capable of generating a seiche is Big Dry Creek Reservoir about 6 miles north of the Plan Area. The Plan Area is not at risk of flooding due to a seiche, and impacts would be less than significant.

City of Fresno SEDA Specific Plan Program EIR
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220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers

5. Conflict with or obstruct implementation of a water quality control plan or sustainable groundwater management plan.

As stated above under 1, construction and operational impacts would be less than significant with regards to runoff pollution as long as proper erosion control and SWPPP measures are carried out during and post-construction/development.

As stated above under 2, no additional or expanded basins will be required beyond those proposed, and the existing and proposed basins will encourage groundwater recharge through stormwater collection; the impact would be less than significant.

6. Require or result in the relocation or construction of new or expanded storm water drainage facilities , the construction of which could cause significant environmental effects.

As development of the Plan Area occurs under the Specific Plan, new and expanded storm drain facilities will be necessary to adequately accommodate the increase in stormwater flows due to an increase in impervious surfaces. Implementation of the Specific Plan would result in significant impact on existing drainage facilities. The transition from General Plan to Specific Plan, though, proposes a modest transfer of density and land uses throughout the Plan Area, which will modify the distribution of stormwater generation. Under both the General Plan and Specific Plan, stormwater generation will continue to increase as growth continues.

The Plan Area does have master planned FMFCD utilities, including inlets, pipelines, basins, and drainage areas, which have been designed to accommodate the General Plan developments, and are being modified for the SEDA Specific Plan developments. As established in Chapter 5, the majority of the planned facilities will be sufficient to provide drainage for the Specific Plan improvements without significant environmental impacts, except for Basin DW and DX which will require reassessment and possibly resizing or relocation. FMFCD plans for drainage facilities but does not construct facilities until such time as development. Therefore, impacts related to the construction of new storm drain treatment facilities or expansion of baseline facilities would be less than significant.

Mitigation measures related to storm drain systems are established and required in the FMFCD Master Plan and the City General Plan MEIR. Stormwater collection and handling must adhere to these mitigation measures.

6.3 Conclusions
City planning documents, including but not limited to the General Plan, and FMFCD Master Plan documents, will need to be updated to account for the development of the SEDA, and account for the policies and revisions present in the Specific Plan.

Mitigations for SEDA from the 2025 General Plan to the SEDA Specific Plan include:
a) Develop an update to the FMFCD Storm Drainage and Flood Control Master Plan. b) Reassess and update SEDA drainage areas and associated basins. c) Install master-planned storm drain facilities (inlets, pipes, manholes, etc.) d) Construct proposed storm drain basins in Plan Area.

City of Fresno SEDA Specific Plan Program EIR
Storm Drain Technical Study Appendix A
220320_SEDA_Storm Drain Tech Study_REV1 Blair, Church & Flynn Consulting Engineers Appendix A
Supporting Calculations
Basin BG Catchment Area Impacted by
SEDA (Acres): 248.52
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 17.63 Regional Shopping Center 12.34 7.40 Community Center 21.92 Community Center 14.69 8.81 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Rural Residential 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 90.39 Neighborhood Residential 47.00 28.20 Residential - Medium Density 90.43 Medium Density (5-10 DU/acre) 28.94 17.36 Mixed Residential 78.56 Mixed Residential 36.14 21.68 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 0.00 Flexible Reseach & Dev 0.00 0.00 Residential - Urban Neighborhood 76.79 High Density (23-44 DU/acre) 42.23 25.34 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Institutional 37.08 Institutional 22.25 13.35 Employment - Regional Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Park_OS_FloodControl 0.00 Open Space (OS) 0.00 0.00 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 0.00 Rural Cluster Residential 0.00 0.00 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 14.23 Neighborhood Center 8.68 5.21 Public Facility - College 37.08 *MDR-50 18.54 11.13
Open Space 0.00 Open Space (OS) 0.00 0.00
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 0.00 Open Space (OS) 0.00 0.00 Railroad 0.00 Railroad 0.00 0.00
SEGA Buffer 0.00 Rural Density (0-0.7 DU/acre) 0.00 0.00 SEGA School with Park 14.23 *MDR-50 7.12 4.27
Roads =
248.52 - Sum(Row5-22) 12.36 11.12 6.67
Roads =
248.52 - Sum(Row5-15) 6.33 5.70 3.42
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row5-25): 236.16 Totals (Row5-25): 242.19
Totals check(Row 35-41): 236.16 Totals check(Row 35-51): 242.19 Grand Total: 248.52 120.29 72.17 Grand Total: 248.52 134.46 80.68 14.17 8.50 12% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
Corridor - Center Mixed Use 318351.032 7.3 Neighborhood Center 620014.1528 14.2 Corridor - Center Mixed Use 449554.1694 10.3 Community Center 441325.9625 10.1 Public Facility - College 1615363.932 37.1 Community Center 449554.7152 10.3 Residential - Medium Density 3939151.455 90.4 Community Center 64146.81362 1.5 Residential - Urban Neighborhood 1976162.571 45.4 Institutional 205954.8112 4.7 Residential - Urban Neighborhood 1368654.263 31.4 Institutional 1409410.031 32.4 SEGA School with Park 620014.4444 14.2 Mixed Residential 226488.3359 5.2 Mixed Residential 33004.7502 0.8
Mixed Residential 167139.3305 3.8
Mixed Residential 1853185.982 42.5
Mixed Residential 1142160.354 26.2
Neighborhood Residential 474014.9778 10.9
Neighborhood Residential 534268.1394 12.3
Neighborhood Residential 307533.5408 7.1
Neighborhood Residential 1824150.244 41.9
Neighborhood Residential 600741.8441 13.8
Neighborhood Residential 196656.4626 4.5
City of Fresno GIS Data South East Development Area GIS Data Basin BL Catchment Area Impacted by
SEDA (Acres): 322.00
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 0.00 Regional Shopping Center 0.00 0.00 Community Center 0.00 Community Center 0.00 0.00 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Rural Residential 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 0.12 Neighborhood Residential 0.06 0.04 Residential - Medium Density 0.00 Medium Density (5-10 DU/acre) 0.00 0.00 Mixed Residential 0.53 Mixed Residential 0.24 0.15 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 306.33 Flexible Reseach & Dev 226.69 136.01 Residential - Urban Neighborhood 0.00 High Density (23-44 DU/acre) 0.00 0.00 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Institutional 0.00 Institutional 0.00 0.00 Employment - Regional Business Park 289.78 *Heavy Industrial (M-3) 217.33 130.40 Park_OS_FloodControl 0.00 Open Space (OS) 0.00 0.00 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 0.00 Rural Cluster Residential 0.00 0.00 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 0.09 Neighborhood Center 0.06 0.03 Public Facility - College 0.00 *MDR-50 0.00 0.00
Open Space 17.45 Open Space (OS) 3.49 2.09
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 0.00 Open Space (OS) 0.00 0.00 Railroad 0.78 Railroad 0.39 0.23
SEGA Buffer 0.00 Rural Density (0-0.7 DU/acre) 0.00 0.00 SEGA School with Park 0.00 *MDR-50 0.00 0.00
Water 0.00 Water 0.00
Roads Roads
= 322.00 - Sum(Row5-22) =322.00 - Sum(Row5-15)
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row 5-25): 308.00 Totals (Row 5-25): 307.07
Totals check (Row 36-42): 308.00 Totals check (Row 36-82): 308.02 Grand Total: 322.00 233.81 140.29 Grand Total: 322.00 240.48 144.29 6.67 4.00 3% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
Railroad 34096.29946 0.78274333 Mixed Residential 215.1461909 0.004939077 Employment - Regional Business Park 377036.1641 8.655559322 Mixed Residential 1130.235735 0.025946642 Employment - Regional Business Park 1320690.482 30.31888159 Mixed Residential 1384.500257 0.031783752 Open Space 527343.3901 12.10613843 Mixed Residential 322.7493189 0.007409305 Employment - Regional Business Park 2271777.545 52.15283621 Flexible Reseach & Dev 362973.4273 8.332723307 Employment - Regional Business Park 8653125.424 198.6484257 Mixed Residential 487.0722759 0.011181641 Open Space 232616.3489 5.340136568 Mixed Residential 1048.401183 0.024067979 Mixed Residential 512.7368059 0.011770817
Flexible Reseach & Dev 8522.850824 0.195657732
Mixed Residential 595.7038072 0.013675478
Mixed Residential 72.72043017 0.001669431
Flexible Reseach & Dev 134915.512 3.097233977
Flexible Reseach & Dev 216186.7314 4.962964448
Flexible Reseach & Dev 213546.8294 4.902360639
Flexible Reseach & Dev 243332.2297 5.58613934
Flexible Reseach & Dev 300.0198701 0.006887508
Flexible Reseach & Dev 255197.8796 5.858537182
Flexible Reseach & Dev 100367.4186 2.304118885
Flexible Reseach & Dev 106258.8376 2.439367254
Flexible Reseach & Dev 106837.0671 2.452641578
Flexible Reseach & Dev 55.66158321 0.001277814
Flexible Reseach & Dev 173685.2173 3.987263941
Flexible Reseach & Dev 270601.3684 6.212152627
Flexible Reseach & Dev 36734.86293 0.843316412
Flexible Reseach & Dev 416567.1922 9.563066856
Flexible Reseach & Dev 133778.6584 3.071135408
Neighborhood Residential 37.62668571 0.00086379
Flexible Reseach & Dev 364169.7004 8.36018596
Neighborhood Residential 5088.487416 0.116815597
Flexible Reseach & Dev 118154.2107 2.712447444
Flexible Reseach & Dev 1291508.412 29.64895345
Flexible Reseach & Dev 2048776.226 47.03343035
Flexible Reseach & Dev 409301.2818 9.396264505
Flexible Reseach & Dev 611252.9732 14.0324374
Flexible Reseach & Dev 92619.18669 2.126243955
Flexible Reseach & Dev 418565.3447 9.608938124

14.00 12.60 7.56 13.44 8.06
City of Fresno GIS Data South East Development Area GIS Data

14.93 No Value 41377.29077 0.949891891
Flexible Reseach & Dev 215985.0342 4.958334118
Neighborhood Center 3970.954896 0.091160581
Flexible Reseach & Dev 175317.5284 4.024736649
Flexible Reseach & Dev 810210.1828 18.59986645
Flexible Reseach & Dev 834440.3303 19.1561141
Neighborhood Residential 25.35820066 0.000582144
Flexible Reseach & Dev 823193.062 18.89791235
Mixed Residential 17426.80011 0.400064282
Flexible Reseach & Dev 1040972.349 23.89743684
Flexible Reseach & Dev 1309457.897 30.06101691
Basin BM Catchment Area Impacted by
SEDA (Acres): 188.32
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 0.00 Regional Shopping Center 0.00 0.00 Community Center 0.00 Community Center 0.00 0.00 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Rural Residential 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 0.00 Neighborhood Residential 0.00 0.00 Residential - Medium Density 0.00 Medium Density (5-10 DU/acre) 0.00 0.00 Mixed Residential 0.83 Mixed Residential 0.38 0.23 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 177.39 Flexible Reseach & Dev 131.27 78.76 Residential - Urban Neighborhood 0.00 High Density (23-44 DU/acre) 0.00 0.00 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 12.78 *Heavy Industrial (M-3) 9.58 5.75 Institutional 0.00 Institutional 0.00 0.00 Employment - Regional Business Park 160.45 *Heavy Industrial (M-3) 120.34 72.20 Park_OS_FloodControl 0.00 Open Space (OS) 0.00 0.00 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 0.00 Rural Cluster Residential 0.00 0.00 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 0.00 Neighborhood Center 0.00 0.00 Public Facility - College 0.00 *MDR-50 0.00 0.00
Open Space 5.07 Open Space (OS) 1.01 0.61
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 0.00 Open Space (OS) 0.00 0.00 Railroad 3.59 Railroad 1.79 1.08 No Value 3.64 Railraod 1.82 1.09 SEGA Buffer 0.00 Rural Density (0-0.7 DU/acre) 0.00 0.00 SEGA School with Park 0.00 *MDR-50 0.00 0.00
Water 0.00 Water 0.00
Roads Roads
=188.32 - Sum(Row5-15) =188.32 - Sum(Row5-15)
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row 5-25): 181.88 Totals (Row 5-25): 181.86
Totals check (Row36-45): 246.57 Totals check (Row36-65): 181.86 Grand Total: 188.32 138.52 83.11 Grand Total: 188.32 139.28 83.57 0.76 0.46 1% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
Open Space 31288.28941 0.7 Mixed Residential 434.4155206 0.01 Open Space 373.5063682 0.0 Mixed Residential 31288.50015 0.72 Employment - Regional Business Park 4443134.181 102.0 Mixed Residential 14.88610306 0.00 Railroad 156211.2625 3.6 Mixed Residential 477.3342314 0.01 Employment - Regional Business Park 2546139.217 58.5 Flexible Reseach & Dev 112364.6504 2.58 Open Space 31731.317 0.7 Flexible Reseach & Dev 201364.5703 4.62 Employment - Business Park 556545.878 12.8 Flexible Reseach & Dev 199014.0181 4.57 Open Space 157340.1257 3.6 Mixed Residential 667.9870436 0.02 Flexible Reseach & Dev 102899.9885 2.36
Employment - Light Industrial 2817871.803 Mixed Residential 3089.59024 0.07 Mixed Residential 372.5425372 0.01
Mixed Residential 1.015040097 0.00
Flexible Reseach & Dev 359571.6911 8.25
Flexible Reseach & Dev 36628.23522 0.84
Flexible Reseach & Dev 314539.8141 7.22
Flexible Reseach & Dev 77406.36687 1.78
Flexible Reseach & Dev 8958.590626 0.21
Flexible Reseach & Dev 18.2845006 0.00
Flexible Reseach & Dev 813475.0382 18.67
Flexible Reseach & Dev 1472813.914 33.81
Flexible Reseach & Dev 263.0631197 0.01
Flexible Reseach & Dev 871313.7327 20.00
Flexible Reseach & Dev 76341.87283 1.75
Flexible Reseach & Dev 771375.0745 17.71
No Value 158394.644 3.64
Flexible Reseach & Dev 1295225.728 29.73
Flexible Reseach & Dev 654987.1312 15.04
Flexible Reseach & Dev 1457307.325 33.46
Flexible Reseach & Dev -1098694.819 -25.22

5.81 3.48
City of Fresno GIS Data South East Development Area GIS Data

6.43 5.79 3.47 6.45
Basin BS Catchment Area Impacted by
SEDA (Acres): 260.29
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 0.00 Regional Shopping Center 0.00 0.00 Community Center 0.00 Community Center 0.00 0.00 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 17.26 Low Density (0-2 DU/acre) 5.01 3.00 Rural Residential 52.53 Low Density (0-2 DU/acre) 15.23 9.14 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 49.37 Neighborhood Residential 25.67 15.40 Residential - Medium Density 84.95 Medium Density (5-10 DU/acre) 27.18 16.31 Mixed Residential 0.00 Mixed Residential 0.00 0.00 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 0.00 Flexible Reseach & Dev 0.00 0.00 Residential - Urban Neighborhood 0.00 High Density (23-44 DU/acre) 0.00 0.00 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Institutional 0.00 Institutional 0.00 0.00 Employment - Regional Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Park_OS_FloodControl 152.68 Open Space (OS) 30.54 18.32 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 0.00 Rural Cluster Residential 0.00 0.00 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 0.00 Neighborhood Center 0.00 0.00 Public Facility - College 0.00 *MDR-50 0.00 0.00
Open Space 3.22 Open Space (OS) 0.64 0.39
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 149.33 Open Space (OS) 29.87 17.92 Railroad 0.00 Railroad 0.00 0.00
SEGA Buffer 0.00 Rural Density (0-0.7 DU/acre) 0.00 0.00 SEGA School with Park 0.00 *MDR-50 0.00 0.00
Water 0.00 Water 0.00
Roads Roads
=260.29 - Sum(Row5-15) =260.29 - Sum(Row5-15)
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row 5-25): 254.76 Totals (Row 5-25): 254.58
Totals check (Row36-46): 254.76 Totals check (Row36-72): 254.58 Grand Total: 260.29 67.68 40.61 Grand Total: 260.29 76.58 45.95 8.90 5.34 13% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
Residential - Low Density 1183.927465 0.03 Rural Residential 275.556951 0.01 Residential - Low Density 300838.8573 6.91 Rural Residential 887.4387904 0.02 Residential - Medium Density 1945544.61 44.66 Neighborhood Residential 1.413990371 0.00 Residential - Low Density 142414.5145 3.27 Neighborhood Residential 404.28945 0.01 Residential - Low Density 116789.2063 2.68 Park_OS_FloodControl 831290.5503 19.08 Open Space 140144.7304 3.22 Park_OS_FloodControl 177603.7938 4.08 Residential - Low Density 190682.013 4.38 Mixed Residential 4.215678275 0.00 Open Space - Ponding Basin 7735420.549 177.58 Neighborhood Residential 109662.7723 2.52 Residential - Medium Density 1754977.236 40.29 Rural Residential 212663.1192 4.88 Rural Residential 356.0999362 0.01
Open Space - Ponding Basin -1230667.512 -28.25 Rural Residential 1333.900221 0.03 Neighborhood Residential 744334.0298 17.09
Residential - Medium Low Density 1068372.058 Rural Residential 125329.4753 2.88 Residential - Medium Low Density 79386.35718 Rural Residential 15119.46326 0.35 Residential - Medium Low Density 271154.0297 Rural Residential 83051.1117 1.91 Rural Residential 25748.74874 0.59
Rural Residential 296.491578 0.01
Rural Residential 82477.01139 1.89
Rural Residential 90850.18603 2.09
Rural Residential 176418.3332 4.05
Rural Residential 63.59468293 0.00
Park_OS_FloodControl 10146.621 0.23
Park_OS_FloodControl 4053.492783 0.09
Rural Residential 1003973.26 23.05
Park_OS_FloodControl 123436.5213 2.83
Park_OS_FloodControl 904145.7385 20.76
Rural Residential 116789.0385 2.68
Park_OS_FloodControl 1116512.635 25.63
Neighborhood Residential 217590.4349 5.00
Rural Residential 211277.1655 4.85
Rural Residential 39693.42244 0.91
Rural Residential 17977.76703 0.41
Rural Residential 83785.21764 1.92
Neighborhood Residential 216000.0892 4.96
Neighborhood Residential 862466.8282 19.80
Park_OS_FloodControl 865655.9748 19.87

5.14 3.08
City of Fresno GIS Data South East Development Area GIS Data

5.53 4.98 2.99 5.71
Park_OS_FloodControl 2618015.943 60.10
Basin CS Catchment Area Impacted by
SEDA (Acres): 80.08
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 0.00 Regional Shopping Center 0.00 0.00 Community Center 0.00 Community Center 0.00 0.00 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Rural Residential 0.00 Low Density (0-2 DU/acre) 0.00 0.00 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 0.00 Neighborhood Residential 0.00 0.00 Residential - Medium Density 0.00 Medium Density (5-10 DU/acre) 0.00 0.00 Mixed Residential 0.00 Mixed Residential 0.00 0.00 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 0.00 Flexible Reseach & Dev 0.00 0.00 Residential - Urban Neighborhood 0.00 High Density (23-44 DU/acre) 0.00 0.00 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Institutional 79.17 Institutional 47.50 28.50 Employment - Regional Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Park_OS_FloodControl 0.00 Open Space (OS) 0.00 0.00 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 0.00 Rural Cluster Residential 0.00 0.00 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 0.00 Neighborhood Center 0.00 0.00 Public Facility - College 79.17 *MDR-50 39.59 23.75
Open Space 0.00 Open Space (OS) 0.00 0.00
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 0.00 Open Space (OS) 0.00 0.00 Railroad 0.00 Railroad 0.00 0.00
SEGA Buffer 0.00 Rural Density (0-0.7 DU/acre) 0.00 0.00 SEGA School with Park 0.00 *MDR-50 0.00 0.00
Water 0.00 Water 0.00
Roads Roads
= 80.08 - Sum(Row5-22) = 80.08 - Sum(Row5-22)
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row5-25): 79.17 Totals (Row5-25): 79.17
Totals check(Row 36): 79.17 Totals check(Row 36-38): 79.17 Grand Total: 80.08 40.40 24.24 Grand Total: 80.08 48.32 28.99 7.92 4.75 20% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
Public Facility - College 3448709.476 79.17 Mixed Residential 5.267727096 0.00012 Institutional 3018487.701 69.3
Institutional 430220.7426 9.9

0.91 City of Fresno GIS Data South East Development Area GIS Data

0.82 0.49 0.91 0.82 0.49
Basin DS Catchment Area Impacted by SEDA
(Acres): 1934.94
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 95.15 Regional Shopping Center 66.61 39.96 Community Center 96.94 Community Center 64.95 38.97 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 313.03 Low Density (0-2 DU/acre) 90.78 54.47 Rural Residential 550.58 Low Density (0-2 DU/acre) 159.67 95.80 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 526.15 Neighborhood Residential 273.60 164.16 Residential - Medium Density 628.03 Medium Density (5-10 DU/acre) 200.97 120.58 Mixed Residential 175.61 Mixed Residential 80.78 48.47 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 0.00 Flexible Reseach & Dev 0.00 0.00 Residential - Urban Neighborhood 169.22 High Density (23-44 DU/acre) 93.07 55.84 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Institutional 149.77 Institutional 89.86 53.92 Employment - Regional Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Park_OS_FloodControl 113.10 Open Space (OS) 22.62 13.57 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 147.19 Rural Cluster Residential 45.63 27.38 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 84.38 Neighborhood Center 51.47 30.88 Public Facility - College 0.00 *MDR-50 0.00 0.00
Open Space 185.45 Open Space (OS) 37.09 22.25
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 113.68 Open Space (OS) 22.74 13.64 Railroad 0.00 Railroad 0.00 0.00
SEGA Buffer 134.30 Rural Density (0-0.7 DU/acre) 38.95 23.37 SEGA School with Park 203.06 *MDR-50 101.53 60.92
Water 15.71 Water 15.71
Roads Roads
= 1934.94 - Sum(Row5-22) = 1934.94 - Sum(Row5-22)
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row5-25): 1841.93 Totals (Row5-25): 1843.72
Totals check(Row 36-91): 1841.93 Totals check(Row 36-91): 1843.72 Grand Total: 1934.94 721.30 432.78 Grand Total: 1934.94 856.54 513.92 135.24 81.14 19% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
Corridor - Center Mixed Use 1181852.752 27.13 Rural Cluster Residential 7403.817498 0.17 Corridor - Center Mixed Use 1127933.365 25.89 Rural Residential 15100.32896 0.35 Corridor - Center Mixed Use 1041644.956 23.91 Rural Residential 24996.96041 0.57 Corridor - Center Mixed Use 793312.549 18.21 Rural Residential 126.9982087 0.00 Open Space 7403.589931 0.17 Rural Residential 31.38611577 0.00 Open Space 126.923315 0.00 Rural Residential 87118.99812 2.00 Open Space 1257730.606 28.87 Rural Residential 87910.10412 2.02 Open Space 152297.0733 3.50 Rural Residential 87604.94337 2.01 Open Space 342176.423 7.86 Rural Residential 87114.35491 2.00 Open Space 717859.1756 16.48 Rural Residential 88282.52105 2.03 Open Space 381259.7611 8.75 Rural Residential 98822.02028 2.27 Open Space 37825.119 0.87 Park_OS_FloodControl 893.962097 0.02 Open Space 3161566.994 72.58 Neighborhood Residential 430729.9572 9.89 Open Space 1085513.121 24.92 Institutional 199968.8988 4.59 Open Space 862790.0302 19.81 Institutional 223718.7107 5.14 Open Space 63146.05935 1.45 Institutional 209975.3343 4.82 Open Space 8479.981247 0.19 Institutional 209928.8091 4.82 Open Space - Ponding Basin 1634323.699 37.52 Institutional 219680.0516 5.04 Open Space - Ponding Basin 3317690.782 76.16 Institutional 186948.0828 4.29 Residential - Low Density 13020.86476 0.30 Institutional 193767.0305 4.45 Residential - Low Density 192037.2247 4.41 Institutional 191954.7505 4.41 Residential - Low Density 1741135.322 39.97 Rural Residential 1621.922576 0.04 Residential - Low Density 210285.9861 4.83 Rural Residential 1882.299222 0.04 Residential - Low Density 130607.8794 3.00 Rural Residential 1914.108734 0.04 Residential - Low Density 3013618.816 69.18 Rural Residential 3443.87913 0.08 Residential - Low Density 524298.8045 12.04 Rural Residential 405.4100871 0.01 Residential - Low Density 1520362.482 34.90 Rural Residential 72492.16677 1.66 Residential - Low Density 1781577.261 40.90 Rural Residential 87298.53588 2.00 Residential - Low Density 564304.8462 12.95 Rural Residential 195028.0376 4.48 Residential - Low Density 762139.9148 17.50 Rural Residential 195703.0843 4.49 Residential - Low Density 2103763.63 48.30 Rural Residential 211989.8439 4.87 Residential - Low Density 331062.8293 7.60 Institutional 842911.721 19.35 Residential - Low Density 747374.1104 17.16 Rural Residential 435679.3061 10.00 Residential - Medium Density 5641736.349 129.52 Rural Residential 181039.9038 4.16 Residential - Medium Density 158.2397194 0.00 Rural Residential 202791.0066 4.66 Residential - Medium Density 1488384.615 34.17 Rural Residential 805214.2904 18.49

77.30 City of Fresno GIS Data South East Development Area GIS Data

69.57 41.74 75.51 67.96 40.78
Residential - Medium Density 1401621.21 32.18 Rural Residential 205769.1946 4.72 Residential - Medium Density 1930932.991 44.33 Rural Residential 297377.7359 6.83 Residential - Medium Density 295612.9858 6.79 Rural Residential 849971.4997 19.51 Residential - Medium Density 1689150.657 38.78 Rural Residential 209756.7897 4.82 Residential - Medium Density 4417719.759 101.42 Rural Residential 423735.1208 9.73 Residential - Medium Density 3382627.854 77.65 Rural Residential 199206.4031 4.57 Residential - Medium Density 1613478.965 37.04 Neighborhood Center 127318.1079 2.92 Residential - Medium Density 2158065.288 49.54 Neighborhood Residential 119733.3817 2.75 Residential - Medium Density 3337698.565 76.62 Neighborhood Residential 1076188.976 24.71 Residential - Urban Neighborhood 3522025.825 80.85 Rural Residential 1599807.604 36.73 Residential - Urban Neighborhood 2107173.817 48.37 Neighborhood Residential 2056978.268 47.22 Residential - Urban Neighborhood 1086057.498 24.93 Rural Residential 90887.15379 2.09 Residential - Urban Neighborhood 656012.337 15.06 Rural Residential 103507.7617 2.38 SEGA Buffer 1133180.945 26.01 Neighborhood Residential 501949.9517 11.52 SEGA Buffer 3051118.745 70.04 Rural Residential 366070.9157 8.40 SEGA Buffer 1665648.612 38.24 Neighborhood Residential 67.51966792 0.00 SEGA School with Park 948718.1857 21.78 Community Center 117762.7094 2.70 SEGA School with Park 1372765.575 31.51 Community Center 99965.04375 2.29 SEGA School with Park 3235148.802 74.27 Neighborhood Residential 109773.1354 2.52 SEGA School with Park 3288738.252 75.50 Rural Residential 70.03535309 0.00 Mixed Residential 432189.0374 9.92
Residential - Medium Low Density 90735.3134 Community Center 405024.1139 9.30 Residential - Medium Low Density 82528.89732 Community Center 418892.2336 9.62 Residential - Medium Low Density 73553.82899 Mixed Residential 415955.4874 9.55 Residential - Medium Low Density 166080.9516 Rural Residential 94004.57093 2.16 Rural Residential 100092.1616 2.30
Mixed Residential 670102.0858 15.38
Community Center 405596.775 9.31
Rural Residential 213359.6098 4.90
Community Center 103874.7127 2.38
Neighborhood Residential 146983.0897 3.37
Rural Residential 105791.3856 2.43
Rural Residential 36765.9258 0.84
Rural Residential 41354.13301 0.95
Rural Residential 36294.90393 0.83
Rural Residential 109899.1932 2.52
Rural Residential 58755.08511 1.35
Rural Residential 110868.5774 2.55
Rural Residential 54407.87502 1.25
Rural Residential 68188.86569 1.57
Rural Residential 100298.7349 2.30
Rural Residential 76869.60876 1.76
Rural Residential 6574.9956 0.15
Rural Residential 6264.331446 0.14
Rural Residential 108387.1646 2.49
Rural Residential 43471.66823 1.00
Rural Residential 42413.40881 0.97
Rural Residential 45177.83659 1.04
Rural Residential 326219.2639 7.49
Rural Residential 189473.6268 4.35
Rural Residential 215169.0924 4.94
Neighborhood Residential 1281965.527 29.43
Rural Residential 42568.22445 0.98
Rural Residential 43424.55723 1.00
Rural Residential 45089.65001 1.04
Rural Residential 101739.4956 2.34
Rural Residential 39447.65011 0.91
Rural Residential 142466.0227 3.27
Rural Residential 28221.07518 0.65
Rural Residential 104342.4037 2.40
Rural Residential 673445.7872 15.46
Rural Residential 745168.5973 17.11
Rural Residential 773047.4362 17.75
Neighborhood Residential 595449.1561 13.67
Neighborhood Residential 639384.5793 14.68
Neighborhood Residential 799184.008 18.35
Rural Cluster Residential 890.4987555 0.02
Neighborhood Residential 40753.12557 0.94
Neighborhood Residential 911553.3109 20.93
Rural Cluster Residential 1975.863716 0.05
Neighborhood Residential 1280885.484 29.41
Rural Cluster Residential 441128.9076 10.13
Community Center 388442.2444 8.92
Mixed Residential 217311.8625 4.99
Mixed Residential 208218.7486 4.78
Neighborhood Residential 965080.038 22.16
Neighborhood Residential 523827.0048 12.03
Mixed Residential 415104.6885 9.53
Neighborhood Residential 470532.0263 10.80
Mixed Residential 763160.7524 17.52
Neighborhood Residential 42645.36831 0.98
Mixed Residential 1088562.543 24.99
Mixed Residential 445196.3942 10.22
Mixed Residential 384470.8387 8.83
Community Center 793410.4813 18.21
Neighborhood Residential 62814.30372 1.44
Neighborhood Center 341.254905 0.01
Neighborhood Residential 2319190.236 53.24
Rural Cluster Residential 690010.5181 15.84
Rural Cluster Residential 214747.8888 4.93
Neighborhood Residential 111231.701 2.55
Mixed Residential 203367.1777 4.67
Mixed Residential 212919.3155 4.89
Rural Cluster Residential 2134225.336 49.00
Neighborhood Residential 755647.5199 17.35
Neighborhood Residential 57374.69939 1.32
Neighborhood Center 144617.2744 3.32
Neighborhood Center 888342.1938 20.39
Rural Residential 87119.57837 2.00
Rural Residential 87910.62741 2.02
Rural Residential 87119.38494 2.00
Rural Residential 87119.9298 2.00
Rural Residential 87602.60603 2.01
Rural Residential 87122.9595 2.00
Rural Residential 88314.57463 2.03
Rural Residential 88357.94566 2.03
Rural Residential 87042.33953 2.00
Rural Residential 87045.03506 2.00
Rural Residential 99848.19717 2.29
Rural Residential 97777.48837 2.24
Rural Residential 96628.3104 2.22
Rural Residential 388700.6085 8.92
Neighborhood Residential 103799.8271 2.38
Neighborhood Residential 103605.9274 2.38
Neighborhood Residential 103408.4225 2.37
Neighborhood Residential 106948.5129 2.46
Neighborhood Residential 404043.1101 9.28
Neighborhood Residential 849226.7069 19.50
Neighborhood Residential 807963.7571 18.55
Neighborhood Residential 427971.7136 9.82
Rural Residential 43283.54766 0.99
Rural Residential 497010.4744 11.41
Rural Residential 3447.320902 0.08
Rural Residential 375813.6632 8.63
Rural Residential 879237.7949 20.18
Rural Residential 256365.6651 5.89
Rural Residential 194491.1208 4.46
Rural Residential 211491.5008 4.86
Rural Residential 184177.0579 4.23
Institutional 2392238.125 54.92
Rural Residential 203991.6061 4.68
Rural Residential 117608.0541 2.70
Rural Residential 787324.9985 18.07
Rural Residential 2629004.49 60.35
Rural Residential 311520.2883 7.15
Neighborhood Residential 444709.7878 10.21
Neighborhood Center 421589.8808 9.68
Community Center 69269.0362 1.59
Neighborhood Residential 275.903669 0.01
Rural Residential 1504.547585 0.03
Neighborhood Residential 2740.202912 0.06
Mixed Residential 432174.8914 9.92
Mixed Residential 1379239.218 31.66
Rural Residential 98032.3808 2.25
Rural Residential 99940.96752 2.29
Community Center 205326.7454 4.71
Community Center 205394.2411 4.72
Rural Residential 213429.9047 4.90
Rural Residential 213424.2808 4.90
Rural Residential 213431.0528 4.90
Rural Residential 103368.0109 2.37
Rural Residential 99745.47922 2.29
Rural Residential 100049.9499 2.30
Community Center 103869.2219 2.38
Community Center 103872.0042 2.38
Neighborhood Residential 107245.5323 2.46
Neighborhood Residential 706949.9095 16.23
Rural Residential 53161.20225 1.22
Rural Residential 68387.43999 1.57
Rural Residential 283556.5233 6.51
Rural Residential 346999.0862 7.97
Rural Residential 178242.2919 4.09
Rural Residential 184181.4423 4.23
Rural Residential 182681.9174 4.19
Rural Residential 57253.3998 1.31
Rural Residential 280600.3847 6.44
Rural Residential 219333.8402 5.04
Rural Residential 173453.439 3.98
Rural Residential 87017.99484 2.00
Rural Residential 9171.457086 0.21
Rural Cluster Residential 32500.12708 0.75
Rural Cluster Residential 1601541.317 36.77
Park_OS_FloodControl 4925665.018 113.08
Institutional 1652830.595 37.94
Rural Residential 115507.4776 2.65
Rural Residential 42487.47424 0.98
Rural Residential 46901.50421 1.08
Rural Cluster Residential 40271.97733 0.92
Rural Residential 9950.314598 0.23
Neighborhood Residential 237326.3994 5.45
Neighborhood Residential 63762.17134 1.46
Neighborhood Residential 112607.7 2.59
Rural Cluster Residential 434125.5857 9.97
Neighborhood Residential 70013.53255 1.61
Neighborhood Residential 42006.03532 0.96
Rural Cluster Residential 204166.4469 4.69
Rural Cluster Residential 96673.97195 2.22
Neighborhood Residential 478394.67 10.98
Neighborhood Center 476277.6708 10.93
Neighborhood Residential 1148264.607 26.36
Neighborhood Center 68219.55934 1.57
Rural Cluster Residential 117660.3987 2.70
Neighborhood Center 1548986.648 35.56
Rural Cluster Residential 215856.0053 4.96
Rural Cluster Residential 178514.299 4.10
Community Center 802114.1643 18.41
Mixed Residential 174138.4466 4.00
Neighborhood Residential 216695.0697 4.97
Neighborhood Residential 216062.4371 4.96
Neighborhood Residential 212569.9967 4.88
Neighborhood Residential 89023.69678 2.04
Neighborhood Residential 20987.87269 0.48
Mixed Residential 207384.7894 4.76
Neighborhood Residential 542461.0775 12.45
Basin DT Catchment Area Impacted by SEDA
(Acres): 982.29
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 41.29 Regional Shopping Center 28.90 17.34 Community Center 41.29 Community Center 27.66 16.60 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 624.26 Low Density (0-2 DU/acre) 181.04 108.62 Rural Residential 672.21 Low Density (0-2 DU/acre) 194.94 116.96 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 79.25 Neighborhood Residential 41.21 24.72 Residential - Medium Density 99.74 Medium Density (5-10 DU/acre) 31.92 19.15 Mixed Residential 18.30 Mixed Residential 8.42 5.05 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 0.00 Flexible Reseach & Dev 0.00 0.00 Residential - Urban Neighborhood 15.20 High Density (23-44 DU/acre) 8.36 5.02 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Institutional 0.00 Institutional 0.00 0.00 Employment - Regional Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Park_OS_FloodControl 0.00 Open Space (OS) 0.00 0.00 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 60.00 Rural Cluster Residential 18.60 11.16 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 49.23 Neighborhood Center 30.03 18.02 Public Facility - College 0.00 *MDR-50 0.00 0.00
Open Space 70.97 Open Space (OS) 14.19 8.52
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 0.00 Open Space (OS) 0.00 0.00 Railroad 0.00 Railroad 0.00 0.00
SEGA Buffer 43.15 Rural Density (0-0.7 DU/acre) 12.51 7.51 SEGA School with Park 25.64 *MDR-50 12.82 7.69
Water 0.00 Water 0.00
Roads Roads
= 982.29 - Sum(Row5-22) = 982.29 - Sum(Row5-22)
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row5-25): 920.26 Totals (Row5-25): 920.26
Totals check(Row 36-62): 920.26 Totals check(Row 36-352): 920.26 Grand Total: 982.29 345.57 207.34 Grand Total: 982.29 376.68 226.01 31.11 18.66 9% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
Residential - Low Density 107701.0163 2.47 Rural Residential 3196.210271 0.07 Residential - Low Density 22304.58071 0.51 Rural Residential 3890.579187 0.09 Residential - Low Density 777778.0567 17.86 Rural Cluster Residential 6251.833456 0.14 Residential - Medium Density 123.6608068 0.00 Rural Residential 87.77426423 0.00 Residential - Low Density 3561526.635 81.76 Rural Residential 1586.092555 0.04 Residential - Medium Density 3451815.687 79.24 Rural Cluster Residential 1602.017268 0.04 Residential - Low Density 441427.934 10.13 Mixed Residential 797092.1256 18.30 Residential - Low Density 2683484.289 61.60 Rural Residential 7264.592711 0.17 Residential - Low Density 2116565.696 48.59 Rural Residential 4103.871787 0.09 Open Space 484913.9463 11.13 Rural Residential 50375.57406 1.16 Open Space 1872710.693 42.99 Rural Residential 2077.408377 0.05 SEGA School with Park 1117008.759 25.64 Rural Residential 95664.13947 2.20 Corridor - Center Mixed Use 1798548.559 41.29 Rural Residential 67462.83732 1.55 Residential - Low Density 3095669.45 71.07 Rural Residential 40200.14101 0.92 Residential - Urban Neighborhood 662088.7259 15.20 Rural Residential 50290.93046 1.15 Residential - Medium Density 892947.6185 20.50 Rural Residential 10746.87615 0.25 Residential - Low Density 727891.5302 16.71 Rural Residential 45.60951075 0.00 Residential - Low Density 326065.6394 7.49 Rural Residential 167.291003 0.00 Residential - Low Density 5190175.693 119.15 Rural Residential 527171.2415 12.10 Residential - Low Density 1562390.87 35.87 Rural Residential 183604.6911 4.21 Residential - Low Density 3125840.905 71.76 Rural Cluster Residential 9939.523733 0.23 Residential - Low Density 852421.7297 19.57 Rural Cluster Residential 154776.5004 3.55 Residential - Low Density 2145688.677 49.26 Rural Residential 101785.1554 2.34 Residential - Low Density 455896.831 10.47 Rural Residential 114059.9057 2.62 SEGA Buffer 1229159.41 28.22 Rural Residential 100164.4237 2.30 Open Space 733928.0443 16.85 Rural Residential 49435.00106 1.13 SEGA Buffer 650360.8087 14.93 Rural Residential 101121.2432 2.32 Rural Residential 81530.72791 1.87
Rural Residential 470871.1363 10.81
Rural Residential 60241.90403 1.38
Rural Residential 154941.9148 3.56
Rural Residential 149610.6359 3.43
Rural Residential 106025.542 2.43
Rural Residential 86276.91151 1.98
Rural Residential 86139.95947 1.98
Rural Residential 86436.91924 1.98

62.03 City of Fresno GIS Data South East Development Area GIS Data

55.83 33.50 62.02 55.82 33.49
Rural Residential 87745.54293 2.01
Rural Residential 95051.00501 2.18
Rural Residential 83335.01504 1.91
Rural Residential 125415.4384 2.88
Rural Residential 250953.5451 5.76
Rural Residential 49709.23536 1.14
Rural Residential 49850.87338 1.14
Rural Residential 10053.24166 0.23
Rural Residential 589715.7473 13.54
Rural Residential 59368.89619 1.36
Rural Residential 83642.1042 1.92
Rural Residential 26769.16052 0.61
Rural Residential 28931.68326 0.66
Community Center 1784169.941 40.96
Community Center 14378.73072 0.33
Rural Residential 83330.08024 1.91
Rural Residential 81456.97705 1.87
Rural Residential 482286.2619 11.07
Rural Residential 79089.77405 1.82
Rural Residential 91023.67211 2.09
Rural Residential 71461.64408 1.64
Rural Residential 68324.31257 1.57
Rural Residential 69914.31223 1.61
Rural Residential 67853.48833 1.56
Rural Residential 73852.89621 1.70
Rural Residential 76189.21078 1.75
Rural Residential 88027.66298 2.02
Rural Residential 79198.32443 1.82
Rural Residential 92604.03379 2.13
Rural Residential 89983.19089 2.07
Rural Residential 89262.00522 2.05
Rural Residential 90508.60545 2.08
Rural Residential 88612.34667 2.03
Rural Residential 90295.71623 2.07
Rural Residential 90187.87976 2.07
Rural Residential 90079.40732 2.07
Rural Residential 92700.81298 2.13
Rural Residential 88470.36932 2.03
Rural Residential 90184.74794 2.07
Rural Residential 96331.68906 2.21
Rural Residential 90002.92676 2.07
Rural Residential 86199.69417 1.98
Rural Residential 88005.78695 2.02
Rural Residential 92292.23593 2.12
Rural Residential 90235.29912 2.07
Rural Residential 105392.0957 2.42
Rural Residential 76087.60482 1.75
Rural Residential 88506.80853 2.03
Rural Residential 92851.1347 2.13
Rural Residential 94885.23121 2.18
Rural Residential 87843.10157 2.02
Rural Residential 89931.83593 2.06
Rural Residential 87207.37488 2.00
Rural Residential 110305.187 2.53
Rural Residential 100758.1282 2.31
Rural Residential 80442.80084 1.85
Rural Residential 93599.02843 2.15
Rural Residential 61546.0956 1.41
Rural Residential 43939.2124 1.01
Rural Residential 18780.26636 0.43
Rural Residential 74139.77288 1.70
Rural Residential 96371.87209 2.21
Rural Residential 98571.17004 2.26
Rural Residential 20288.47496 0.47
Rural Residential 94964.42599 2.18
Rural Residential 20444.07703 0.47
Rural Residential 24346.24696 0.56
Rural Residential 21252.09299 0.49
Rural Residential 39175.98998 0.90
Rural Residential 24808.62293 0.57
Rural Residential 17919.95999 0.41
Rural Residential 38551.96409 0.89
Rural Residential 129055.7076 2.96
Rural Residential 33150.66909 0.76
Rural Residential 32990.76111 0.76
Rural Residential 107122.5066 2.46
Rural Residential 95761.88211 2.20
Rural Residential 21479.6454 0.49
Rural Residential 97543.56134 2.24
Rural Residential 37929.96232 0.87
Rural Residential 38486.97617 0.88
Rural Residential 38434.95849 0.88
Rural Residential 152470.9543 3.50
Rural Residential 332533.5968 7.63
Rural Residential 15142.37818 0.35
Rural Residential 132089.9673 3.03
Rural Residential 88999.22301 2.04
Rural Residential 408981.4106 9.39
Rural Residential 98620.59979 2.26
Rural Residential 88401.52266 2.03
Rural Residential 117578.2948 2.70
Rural Residential 108851.6467 2.50
Rural Residential 94972.9356 2.18
Rural Residential 51935.09624 1.19
Rural Residential 84290.39888 1.94
Rural Residential 84924.28033 1.95
Rural Residential 192434.8484 4.42
Rural Cluster Residential 38223.94752 0.88
Rural Cluster Residential 83235.76243 1.91
Rural Cluster Residential 101645.2036 2.33
Rural Residential 86063.32713 1.98
Rural Residential 85102.99585 1.95
Rural Cluster Residential 310929.07 7.14
Rural Residential 108366.9851 2.49
Rural Residential 108054.7353 2.48
Rural Residential 111938.3429 2.57
Rural Residential 87095.93754 2.00
Rural Residential 87171.98813 2.00
Rural Residential 87112.3155 2.00
Rural Residential 87209.45224 2.00
Rural Residential 109243.9107 2.51
Rural Residential 87176.71748 2.00
Rural Residential 217835.9645 5.00
Rural Residential 87122.62285 2.00
Rural Residential 99074.09772 2.27
Rural Residential 241789.4296 5.55
Rural Residential 88817.79194 2.04
Neighborhood Residential 51150.02583 1.17
Neighborhood Residential 51149.97489 1.17
Neighborhood Residential 97650.04077 2.24
Neighborhood Residential 2459094.835 56.45
Rural Residential 80578.4541 1.85
Rural Residential 77561.62865 1.78
Rural Residential 87567.2114 2.01
Rural Residential 87362.54752 2.01
Rural Residential 87120.78311 2.00
Rural Residential 87133.03733 2.00
Rural Residential 87145.09601 2.00
Rural Residential 86962.02458 2.00
Neighborhood Residential 787887.3295 18.09
Rural Residential 87115.29553 2.00
Rural Residential 87120.51896 2.00
Rural Residential 157957.7967 3.63
Rural Residential 87409.65462 2.01
Rural Residential 86593.93313 1.99
Rural Residential 82363.7779 1.89
Rural Residential 104320.2546 2.39
Rural Residential 104276.9491 2.39
Rural Residential 104233.7622 2.39
Rural Residential 104190.2807 2.39
Rural Residential 115018.2296 2.64
Rural Residential 218460.147 5.02
Rural Residential 319571.695 7.34
Rural Residential 117676.6104 2.70
Rural Residential 94293.61016 2.16
Rural Residential 197035.5989 4.52
Rural Residential 87563.05841 2.01
Rural Residential 87830.24033 2.02
Rural Residential 88943.29802 2.04
Rural Residential 87307.32232 2.00
Rural Residential 87999.31473 2.02
Rural Residential 87154.50427 2.00
Neighborhood Residential 4883.075021 0.11
Rural Residential 87367.02493 2.01
Neighborhood Residential 123.6106461 0.00
Rural Residential 1265.91467 0.03
Rural Residential 46084.81642 1.06
Rural Residential 61616.05623 1.41
Rural Residential 60549.1156 1.39
Neighborhood Center 1180393.161 27.10
Rural Residential 7739.490803 0.18
Rural Residential 48345.92256 1.11
Rural Residential 10569.25757 0.24
Rural Residential 91531.70705 2.10
Rural Residential 83358.27153 1.91
Rural Residential 90207.1247 2.07
Rural Residential 94087.31789 2.16
Rural Residential 215276.6734 4.94
Rural Cluster Residential 43414.22401 1.00
Rural Cluster Residential 41536.62342 0.95
Rural Cluster Residential 40231.54251 0.92
Rural Cluster Residential 555642.3347 12.76
Rural Cluster Residential 27582.8598 0.63
Rural Cluster Residential 902.6539311 0.02
Rural Residential 76180.3725 1.75
Rural Residential 49812.09934 1.14
Rural Residential 46043.81733 1.06
Rural Residential 118176.063 2.71
Rural Residential 106133.3121 2.44
Neighborhood Center 963874.396 22.13
Rural Residential 78515.49702 1.80
Rural Residential 8212.712292 0.19
Rural Residential 81214.14792 1.86
Rural Residential 29253.45781 0.67
Rural Residential 24717.29157 0.57
Rural Residential 18073.9497 0.41
Rural Residential 144322.4464 3.31
Rural Residential 74655.76475 1.71
Rural Residential 100372.7405 2.30
Rural Residential 107231.5539 2.46
Rural Residential 94267.34921 2.16
Rural Residential 66352.89966 1.52
Rural Residential 39881.01275 0.92
Rural Residential 21792.64497 0.50
Rural Residential 16459.86659 0.38
Rural Residential 35263.79729 0.81
Rural Residential 36424.37467 0.84
Rural Residential 86953.02643 2.00
Rural Residential 105259.4557 2.42
Rural Residential 1547243.932 35.52
Rural Residential 85823.45008 1.97
Rural Residential 86280.95973 1.98
Rural Residential 98345.79514 2.26
Rural Residential 87143.86882 2.00
Rural Residential 87396.58246 2.01
Rural Residential 88860.85778 2.04
Rural Residential 87910.22911 2.02
Rural Residential 86977.77751 2.00
Rural Residential 90282.65107 2.07
Rural Residential 85559.00749 1.96
Rural Residential 76190.23934 1.75
Rural Residential 114344.2869 2.62
Rural Residential 95445.49688 2.19
Rural Residential 89822.4184 2.06
Rural Residential 161667.6322 3.71
Rural Residential 86517.20495 1.99
Rural Residential 91198.72968 2.09
Rural Residential 121326.1725 2.79
Rural Residential 86275.76545 1.98
Rural Residential 88119.63333 2.02
Rural Residential 85813.68371 1.97
Rural Residential 91040.91958 2.09
Rural Residential 83162.84178 1.91
Rural Residential 98747.99037 2.27
Rural Residential 91232.94402 2.09
Rural Residential 80505.91904 1.85
Rural Residential 85752.65782 1.97
Rural Residential 83789.99532 1.92
Rural Residential 84491.04558 1.94
Rural Residential 87763.1044 2.01
Rural Residential 87201.38835 2.00
Rural Residential 87035.78763 2.00
Rural Residential 24583.74797 0.56
Rural Residential 55113.36636 1.27
Rural Residential 107708.6463 2.47
Rural Residential 48028.52167 1.10
Rural Residential 153490.8679 3.52
Rural Residential 40581.08295 0.93
Rural Residential 841184.9698 19.31
Rural Residential 86278.26567 1.98
Rural Residential 86966.86308 2.00
Rural Residential 91255.37789 2.09
Rural Residential 88417.37201 2.03
Rural Residential 2315.71598 0.05
Rural Residential 108248.1829 2.49
Rural Residential 39053.33287 0.90
Rural Residential 44780.57852 1.03
Rural Residential 187655.7343 4.31
Rural Residential 256581.1662 5.89
Rural Cluster Residential 68704.58252 1.58
Rural Cluster Residential 223349.0415 5.13
Rural Residential 157320.756 3.61
Rural Residential 236601.3176 5.43
Rural Residential 206759.2542 4.75
Rural Residential 177545.8919 4.08
Rural Cluster Residential 905480.8574 20.79
Rural Residential 108388.7339 2.49
Rural Residential 112855.275 2.59
Rural Residential 109888.4183 2.52
Rural Residential 108367.6087 2.49
Rural Residential 108387.3157 2.49
Rural Residential 87238.20984 2.00
Rural Residential 87100.99929 2.00
Rural Residential 86901.07296 1.99
Rural Residential 217833.5694 5.00
Rural Residential 87117.608 2.00
Rural Residential 87125.12825 2.00
Rural Residential 86925.06989 2.00
Rural Residential 87122.62332 2.00
Rural Residential 87131.24296 2.00
Rural Residential 23689.30591 0.54
Rural Residential 118933.4217 2.73
Rural Residential 118585.6811 2.72
Rural Residential 87240.74977 2.00
Rural Residential 87392.58765 2.01
Rural Residential 87815.17539 2.02
Rural Residential 92040.57848 2.11
Rural Residential 87145.92492 2.00
Rural Residential 87145.8953 2.00
Rural Residential 108181.0092 2.48
Rural Residential 100324.0821 2.30
Basin DU Catchment Area Impacted by SEDA
(Acres): 1306.62
General Plan Area Calculations SEDA Area Calculations
Land Use Classification
General Plan
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use General Plan
Required Basin CA
General Plan
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
SEDA Equivalent Land Use
SEDA
Catchment Areas
[from GIS table below]
(Acres)
FMFCD Land Use SEDA
Required Basin CA
SEDA
Required Basin
Volume
[CA*0.5*1.2]
(acre-ft)
Corridor - Center Mixed Use 50.36 Regional Shopping Center 35.25 21.15 Community Center 48.38 Community Center 32.41 19.45 Regional Mixed-Use 0.00 Community Commercial 0.00 0.00 Regional Center 0.00 Community Commercial 0.00 0.00 Residential - Low Density 694.85 Low Density (0-2 DU/acre) 201.51 120.90 Rural Residential 723.79 Low Density (0-2 DU/acre) 209.90 125.94 Residential - Medium High Density 0.00 Medium High Density (10-23 DU/acre) 0.00 0.00 Neighborhood Residential 36.01 Neighborhood Residential 18.72 11.23 Residential - Medium Density 36.01 Medium Density (5-10 DU/acre) 11.52 6.91 Mixed Residential 129.37 Mixed Residential 59.51 35.71 Residential - Medium Low Density 0.00 Medium Low (2-5 DU/Acre) 0.00 0.00 Flexible Reseach & Dev 0.00 Flexible Reseach & Dev 0.00 0.00 Residential - Urban Neighborhood 121.59 High Density (23-44 DU/acre) 66.87 40.12 Office Center 0.00 Office Center 0.00 0.00 Employment - Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Institutional 0.00 Institutional 0.00 0.00 Employment - Regional Business Park 0.00 *Heavy Industrial (M-3) 0.00 0.00 Park_OS_FloodControl 0.00 Open Space (OS) 0.00 0.00 Employment - Light Industrial 0.00 Light Industrial 0.00 0.00 Rural Cluster Residential 199.94 Rural Cluster Residential 61.98 37.19 Employment - Office 0.00 Office Commercial (OC) 0.00 0.00 Neighborhood Center 69.35 Neighborhood Center 42.30 25.38 Public Facility - College 0.00 *MDR-50 0.00 0.00
Open Space 28.44 Open Space (OS) 5.69 3.41
Open Space - Community Park 0.00 Open Space (OS) 0.00 0.00 Open Space - Ponding Basin 0.00 Open Space (OS) 0.00 0.00 Railroad 0.00 Railroad 0.00 0.00
SEGA Buffer 199.94 Rural Density (0-0.7 DU/acre) 57.98 34.79 SEGA School with Park 71.16 *MDR-50 35.58 21.35
Water 0.00 Water 0.00
Roads Roads
= 1306.62 - Sum(Row5-22) = 1306.62 - Sum(Row5-22)
CA
Difference
Volume
Difference
Percent
Difference
Totals (Row5-25): 1202.34 Totals (Row5-25): 1206.84
Totals check(Row 36-57): 1202.34 Totals check(Row 36-386): 1206.84 Grand Total: 1306.62 508.26 304.95 Grand Total: 1306.62 514.64 308.78 6.38 3.83 1% Planned Land Use Designation AREA AREA SEDA Land Use Designation AREA AREA Square Feet Acres Square Feet Acres
SEGA Buffer 2456373.11 56.39 Rural Residential 31723.85146 0.73 Residential - Low Density 297.7900811 0.01 Rural Residential 886.156783 0.02 Residential - Low Density 4581820.698 105.18 Rural Residential 297.7989703 0.01 Residential - Low Density 1153839.107 26.49 Rural Cluster Residential 26309.24815 0.60 Residential - Low Density 902111.9657 20.71 Neighborhood Center 507301.2872 11.65 Residential - Low Density 1400531.707 32.15 Rural Residential 45380.89897 1.04 Residential - Urban Neighborhood 2207552.586 50.68 Rural Residential 42896.27628 0.98 Open Space 435768.9154 10.00 Rural Residential 181602.5114 4.17 Open Space 803060.8594 18.44 Rural Residential 88498.81292 2.03 Residential - Low Density 3858512.903 88.58 Rural Residential 87254.3451 2.00 SEGA School with Park 970773.2815 22.29 Rural Residential 85635.42767 1.97 SEGA School with Park 1331323.72 30.56 Rural Residential 473707.6376 10.87 Residential - Low Density 8438841.837 193.73 Rural Residential 2002.111579 0.05 Residential - Urban Neighborhood 3088862.724 70.91 Rural Residential 2578.130602 0.06 Residential - Medium Density 1568470.94 36.01 Rural Residential 17884.41502 0.41 Residential - Low Density 252693.8715 5.80 Rural Residential 15191.2793 0.35 Residential - Low Density 3146275.091 72.23 Rural Residential 15286.79779 0.35 Residential - Low Density 817131.35 18.76 Rural Residential 15477.80605 0.36 Residential - Low Density 5715690.197 131.21 Rural Residential 9767.479144 0.22 SEGA School with Park 797498.2972 18.31 Rural Residential 37500.95583 0.86 Corridor - Center Mixed Use 2193551.052 50.36 Rural Residential 13022.1597 0.30 SEGA Buffer 6252926.135 143.55 Rural Residential 16818.85514 0.39 Rural Residential 12596.13465 0.29
Rural Residential 12675.67503 0.29
Rural Residential 12644.6617 0.29
Rural Residential 12798.15174 0.29
Rural Residential 17661.89295 0.41
Rural Residential 20609.06122 0.47
Rural Residential 12810.1256 0.29
Rural Residential 12802.65779 0.29
Rural Residential 13703.18371 0.31
Rural Residential 13779.71447 0.32
Rural Residential 3626.668074 0.08
Rural Residential 14311.26544 0.33
Rural Residential 16370.34874 0.38
Rural Residential 12946.19921 0.30
104.28
City of Fresno GIS Data South East Development Area GIS Data

93.85 56.31 99.78 89.80 53.88
Rural Residential 18439.95676 0.42
Rural Residential 12664.12504 0.29
Rural Residential 16286.84103 0.37
Rural Residential 13992.71832 0.32
Rural Residential 16650.85122 0.38
Rural Residential 13415.2016 0.31
Rural Residential 11990.11855 0.28
Rural Residential 15705.2182 0.36
Rural Residential 26492.83237 0.61
Rural Residential 69365.07889 1.59
Rural Residential 41112.04007 0.94
Rural Residential 41830.0985 0.96
Rural Residential 16828.37003 0.39
Rural Residential 16179.30406 0.37
Rural Residential 15949.79825 0.37
Rural Residential 16144.32224 0.37
Rural Residential 14238.25392 0.33
Rural Residential 14417.75041 0.33
Rural Residential 14332.22401 0.33
Rural Residential 13842.20973 0.32
Mixed Residential 31244.25252 0.72
Rural Residential 34425.37511 0.79
Mixed Residential 56110.35516 1.29
Mixed Residential 727135.321 16.69
Rural Residential 71523.26945 1.64
Rural Residential 102562.1226 2.35
Mixed Residential 680834.3741 15.63
Rural Residential 98769.39908 2.27
Rural Residential 97162.58576 2.23
Rural Residential 98209.4733 2.25
Rural Residential 86751.56715 1.99
Rural Residential 88545.59893 2.03
Rural Residential 105102.2634 2.41
Mixed Residential 219105.3765 5.03
Rural Residential 89500.97642 2.05
Rural Residential 113665.8643 2.61
Rural Residential 96855.85624 2.22
Rural Residential 100608.2879 2.31
Rural Residential 206335.0939 4.74
Rural Residential 94080.38785 2.16
Rural Residential 93829.81963 2.15
Rural Residential 89108.51947 2.05
Rural Residential 96601.04394 2.22
Rural Residential 12530.42764 0.29
Rural Residential 12039.2663 0.28
Rural Residential 1067.485486 0.02
Rural Residential 52118.15795 1.20
Rural Residential 12279.26839 0.28
Rural Residential 3807.770217 0.09
Rural Residential 13590.29907 0.31
Rural Residential 2166.072956 0.05
Rural Residential 92223.15512 2.12
Rural Residential 88190.57565 2.02
Rural Residential 87217.99612 2.00
Rural Residential 11204.59997 0.26
Rural Residential 10619.38839 0.24
Rural Residential 10894.85761 0.25
Rural Residential 215622.4019 4.95
Rural Residential 216927.8482 4.98
Rural Residential 52858.25718 1.21
Rural Residential 198949.7167 4.57
Rural Residential 43714.27613 1.00
Rural Residential 53863.76359 1.24
Rural Residential 42282.18228 0.97
Rural Residential 99691.12033 2.29
Rural Residential 828154.2346 19.01
Rural Residential 129639.7698 2.98
Rural Residential 143422.5774 3.29
Rural Residential 87140.50837 2.00
Rural Residential 95207.16965 2.19
Rural Residential 96934.51011 2.23
Rural Residential 87131.86345 2.00
Rural Residential 97501.49348 2.24
Rural Residential 97697.87239 2.24
Rural Residential 87134.04398 2.00
Rural Residential 104000.4154 2.39
Rural Residential 88617.25632 2.03
Rural Residential 93751.84848 2.15
Rural Residential 90878.181 2.09
Rural Residential 109296.476 2.51
Rural Residential 98694.07166 2.27
Rural Residential 114816.9434 2.64
Rural Residential 114365.8787 2.63
Rural Residential 254207.0299 5.84
Rural Residential 91187.15877 2.09
Rural Residential 93780.30802 2.15
Rural Residential 91191.75111 2.09
Rural Residential 86925.97782 2.00
Rural Residential 55516.85409 1.27
Rural Residential 54919.44359 1.26
Rural Residential 26548.83657 0.61
Rural Residential 86256.35153 1.98
Rural Residential 97569.90613 2.24
Rural Residential 95374.35882 2.19
Rural Residential 102070.9581 2.34
Rural Residential 109004.3322 2.50
Rural Residential 97339.35592 2.23
Rural Residential 118972.6959 2.73
Rural Residential 62153.3122 1.43
Rural Residential 126494.3059 2.90
Rural Residential 111224.3407 2.55
Rural Residential 208952.6328 4.80
Rural Residential 277772.1545 6.38
Rural Residential 124378.8793 2.86
Rural Residential 449262.7564 10.31
Rural Residential 219180.2445 5.03
Rural Residential 175935.8595 4.04
Rural Residential 95203.53707 2.19
Rural Residential 97359.96085 2.24
Rural Residential 41492.10587 0.95
Rural Residential 101107.2836 2.32
Rural Residential 285709.7235 6.56
Rural Residential 84124.12106 1.93
Rural Residential 26451.37092 0.61
Rural Residential 106710.6186 2.45
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Rural Residential 46022.1845 1.06
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Community Center 51173.64819 1.17
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Neighborhood Residential 877537.3279 20.15
Neighborhood Center 1331324.032 30.56
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Rural Cluster Residential 582368.8566 13.37
Rural Cluster Residential 40818.60513 0.94
Rural Cluster Residential 123705.0384 2.84
Rural Cluster Residential 36265.85255 0.83
Rural Residential 15809.45798 0.36
Rural Residential 101030.1173 2.32
Rural Residential 54983.52663 1.26
Rural Residential 89083.19831 2.05
Rural Residential 83265.7934 1.91
Rural Residential 87516.72036 2.01
Rural Residential 87238.01036 2.00
Rural Residential 188146.5842 4.32
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Rural Cluster Residential 150523.807 3.46
Rural Cluster Residential 107879.6496 2.48
Rural Cluster Residential 101381.1951 2.33
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Rural Residential 150333.0742 3.45
Rural Residential 132476.6772 3.04
Rural Residential 140474.2081 3.22
Rural Residential 83918.33021 1.93
Rural Residential 131742.2798 3.02
Rural Residential 239553.3399 5.50
Rural Residential 146746.1775 3.37
Rural Residential 185329.0437 4.25
Rural Residential 424023.7758 9.73
Rural Residential 42654.88896 0.98
Rural Residential 25663.19183 0.59
Rural Residential 38866.16156 0.89
Rural Residential 12775.58085 0.29
Rural Residential 12747.27359 0.29
Rural Residential 2326.43564 0.05
Rural Residential 5286.115064 0.12
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Community Center 2002275.587 45.97
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Rural Residential 114836.9038 2.64
Rural Residential 93997.12275 2.16
Rural Residential 87584.59027 2.01
Rural Residential 91296.83957 2.10
Rural Residential 209495.4135 4.81
Rural Residential 86976.32256 2.00
Rural Residential 89607.15825 2.06
Rural Residential 7044.369302 0.16
Rural Residential 14787.77764 0.34
Rural Residential 12881.66551 0.30
Rural Residential 14974.25983 0.34
Rural Residential 12726.65612 0.29
Rural Residential 12169.1367 0.28
Rural Residential 12922.65657 0.30
Rural Residential 12536.64697 0.29
Rural Residential 12493.15 0.29
Rural Residential 3481.67013 0.08
Rural Residential 12710.11961 0.29
Rural Residential 16037.84449 0.37
Rural Residential 16157.3345 0.37
Rural Residential 21043.60285 0.48
Rural Residential 12941.6738 0.30
Rural Residential 12932.6576 0.30
Rural Residential 13468.67612 0.31
Rural Residential 18524.42362 0.43
Rural Residential 17357.36152 0.40
Rural Residential 17736.40561 0.41
Rural Residential 14406.74849 0.33
Rural Residential 16685.36847 0.38
Rural Residential 16188.82584 0.37
Rural Residential 17292.41345 0.40
Rural Residential 16590.87623 0.38
Rural Residential 17132.39884 0.39
Rural Residential 17348.91815 0.40
Rural Residential 18328.43162 0.42
Rural Residential 17779.92643 0.41
Rural Residential 16940.37484 0.39
Rural Residential 16793.87214 0.39
Rural Residential 22029.10678 0.51
Rural Residential 11520.60895 0.26
Rural Residential 14775.7918 0.34
Rural Residential 13541.17731 0.31
Rural Residential 15928.80933 0.37
Rural Residential 15242.31831 0.35
Rural Residential 13087.20734 0.30
Rural Residential 14789.75696 0.34
Rural Residential 14348.73395 0.33
Rural Residential 17867.39377 0.41
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Mixed Residential 15056.94005 0.35
Mixed Residential 85249.69529 1.96
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Rural Residential 96578.97154 2.22
Rural Residential 85407.81693 1.96
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Rural Residential 87334.07102 2.00
Rural Residential 95285.063 2.19
Rural Residential 92273.04502 2.12
Rural Residential 94911.86809 2.18
Rural Residential 95087.81702 2.18
Neighborhood Center 109231.6507 2.51
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Rural Residential 90481.65775 2.08
Rural Residential 93034.7136 2.14
Rural Residential 93410.82334 2.14
Rural Residential 92506.74241 2.12
Rural Residential 88143.46526 2.02
Rural Residential 372297.243 8.55
Rural Residential 102078.2042 2.34
Rural Residential 5890.524751 0.14
Rural Residential 5710.100981 0.13
Rural Residential 87724.73103 2.01
Rural Residential 204700.5652 4.70
Rural Residential 203649.8485 4.68
Rural Residential 41342.64218 0.95
Rural Residential 25894.66602 0.59
Rural Residential 94929.60949 2.18
Rural Residential 93650.44329 2.15
Rural Residential 107289.1189 2.46
Rural Residential 93110.44151 2.14
Rural Residential 82081.77164 1.88
Rural Residential 69055.56848 1.59
Rural Residential 168857.807 3.88
Rural Residential 63432.23992 1.46
Rural Residential 26585.31887 0.61
Rural Residential 103012.1954 2.36
Rural Residential 103836.3999 2.38
Rural Residential 2035770.402 46.73
Rural Residential 426160.7248 9.78
Rural Residential 2811.66051 0.06
Rural Residential 97475.91544 2.24
Rural Residential 102254.749 2.35
Rural Residential 112756.2236 2.59
Rural Residential 114380.8347 2.63
Rural Residential 124659.5398 2.86
Rural Residential 222944.0344 5.12
Rural Residential 133477.3655 3.06
Rural Residential 113736.3859 2.61
Rural Residential 35920.8004 0.82
Rural Residential 83950.85956 1.93
Rural Residential 115835.479 2.66
Rural Residential 86197.06826 1.98
Rural Residential 88666.27511 2.04
Rural Residential 86711.61272 1.99
Rural Residential 85032.69363 1.95
Rural Residential 81755.20946 1.88
Rural Residential 92407.66178 2.12
Rural Residential 91735.1243 2.11
Rural Residential 89252.76825 2.05
Rural Residential 177733.0379 4.08
Rural Residential 107666.7766 2.47
Rural Residential 82449.0975 1.89
Rural Residential 129559.6432 2.97
Rural Residential 67307.47032 1.55
Rural Residential 73716.76752 1.69
Rural Residential 74268.80091 1.70
Rural Residential 250918.3241 5.76
Rural Residential 98513.12997 2.26
Rural Residential 224370.6335 5.15
Rural Residential 101185.1964 2.32
Rural Residential 22290.59194 0.51
Rural Cluster Residential 3164269.752 72.64
Rural Cluster Residential 59780.69645 1.37
Rural Cluster Residential 59780.7509 1.37
Rural Cluster Residential 458413.0977 10.52
Mixed Residential 363746.8997 8.35
Rural Residential 4763010.21 109.34
Rural Cluster Residential 1697169.152 38.96
Rural Cluster Residential 810360.2739 18.60
Rural Residential 45210.46925 1.04
Rural Residential 57483.10311 1.32
Rural Residential 44409.35465 1.02
Rural Residential 54780.33036 1.26
Rural Residential 18413.91571 0.42
Rural Residential 86992.97427 2.00
Rural Residential 90178.00128 2.07
Rural Residential 17573.87771 0.40
Rural Cluster Residential 210943.4452 4.84
Rural Cluster Residential 219893.1073 5.05
Rural Residential 91347.17556 2.10
Rural Residential 77773.96207 1.79
Rural Residential 95252.86995 2.19
Rural Residential 674433.636 15.48