HomeMy WebLinkAbout01/14/2014 03 Stormwater Master Plan DiscussionBUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDA STATEMENT
Item No.
For Meeting of: 1/14/2014
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ITEM TITLE:
SUBMITTED BY:
SUMMARY EXPLANATION:
Discussion regarding Stormwater Master Plan
Debbie Cook, Director of Utilities and Engineering
Shelley Willson, Wastewater Manager
Ryan Anderson, Utility Engineer
The City of Yakima hired Akel Engineering Group, INC to complete a Stormwater Collection
System Master Plan. The Plan identified $672 million in capital improvement needs for
improving this sector of the built environment. Improving stormwater conveyance and retention
is necessary to maintain NPDES permit compliance and to mitigate flood hazards. The 2014
Budget includes $600,000 to start implementing the master plan. Integrating stormwater
projects into other city initiatives creates the possibility of significant cost savings.
Attached is the Executive Summary for the Stormwater Collection System Master Plan. The full
study is available at http://www.yakimawaegov/services/wastewater-treatment-plant/stormwater/.
Also, the attached PowerPoint presentation will provide an overview of the master plan,
program status update and program goals of the Stormwater Utility Program.
Resolution:
Other (Specify):
Contract:
Start Date:
Item Budgeted: Yes
Funding Source/Fiscal
Impact:
Strategic Priority:
Insurance Required? No
Mail to:
Phone:
Ordinance:
Contract Term:
End Date:
Amount:
Adopted budget included funds for implementation
of storm water master plan, rate study and activities
for maintenance and operation to meet compliance
of NPDES Permit.
Improve the Built Environment
APPROVED FOR
SUBMITTAL:
RECOMMENDATION:
City Manager
Staff respectfully requests Council consideration to bring an agenda item to revise the City's
involvement in the Regional Storm Water Group and to proceed with the public process for
adoption of the City's Storm Water Master Plan.
ATTACHMENTS:
Description Upload Date
exec summary 1/9/2014
stormwater powerpoint 1/9/2014
Type
Cover Memo
Cover Memo
CITY OF YAKIMA
201'
STORMWATER
COLLECTION SYSTEM
MASTER PLAN
Draft No. 3
April 2013
ERAFT
A K E L
ENGINEERING GROUP, INC.
AKEL
ENGINEERING GROUP, INC.
April 18, 2013
City of Yakima
220 E. Viola
Yakima, WA 98901-9998
Smart Planning Our Water Resources
Attention: Shelley Willson
Project Manager
Subject: 2013 Stormwater Collection System Master Plan — Draft Report
Dear Shelley:
We are pleased to submit the draft report for the City of Yakima Stormwater Collection System
Master Plan. The master plan describes the City's stormwater collection system, the planning
area characteristics, the hydrology criteria established in the 2010 Yakima County Stormwater
Manual, hydraulic criteria, and the hydrology and hydraulic model developments.
These hydrology and hydraulic models were used to evaluate the capacity adequacy of the
existing stormwater collection system and for recommending improvements to mitigate existing
deficiencies and for servicing future growth. The prioritized capital improvement program
accounts for growth through the Yakima Urban Growth Area.
We extend our thanks to you, Scott Schafer, Wastewater Division Manager; Randy Meloy,
Surface Water Engineer; Tom Sellsted, Supervising Senior Analyst; and other City staff whose
courtesy and cooperation were valuable components in completing this study.
Sincerely,
AKEL ENGINEERING GROUP, INC.
Tony Akel, P.E.
Principal
Enclosure: Report
DRAFT
7433 N. FIRST STREET, SUITE 103 • FRESNO, CALIFORNIA 93720 • (559) 436-0600 • FAX (559) 436-0622
www.akeleng.com
Acknowledgements
City Council
Micah Cawley, Mayor
Maureen Adkinson, Assistant Mayor, District 1
Sara Bristol, District 2
Rick Ensey, District 3
Kathy Coffey, District 4
Dave Ettl, At Large
Bill Lover, At Large
Management Personnel
Doug Mayo, P.E., City Engineer
Debbie Cook, P.E., Director of Engineering and Utilities
Scott Schafer, Wastewater and Stormwater System Manager
Shelley Willson, Project Manager
Joan Davenport, Planning
Jeff Peters, Associate Planner
Randy Meloy,P.E., Surface Water Engineer
Dana Kallevig, Design Engineer
Tom Sellsted, Supervising Senior Analyst
Jill Ballard, GIS Analyst
Marc Cawley, Wastewater Maintenance Supervisor
Wastewater and Stormwater Collection Crew
DRAFT
.--.+S _ -_ -._ .. �_�_ -
City of Yakima
EXECUTIVE SUMMARY
This executive summary presents a brief background of the City's stormwater collection system,
the planning area characteristics, the hydrology criteria established in the 2010 Yakima County
Stormwater Manual, hydraulic criteria, and the hydrology and hydraulic model developments.
These hydrology and hydraulic models were used to evaluate the capacity adequacy of the
existing stormwater collection system and for recommending improvements to mitigate existing
deficiencies and for servicing future growth. The prioritized capital improvement program
accounts for growth through the Yakima Urban Growth Area.
ES.1 STUDY OBJECTIVES
The City of Yakima recognizes the importance of planning, developing, and financing system
facilities to provide enhanced stormwater drainage service to existing developed areas and for
servicing anticipated growth within the Yakima Urban Growth Area (UGA). The City initiated
updating elements of the 1994 Comprehensive Stormwater Management Plan to reflect current
land use conditions and to comply with 2010 Yakima County Regional Stormwater Manual.
The City of Yakima authorized Akel Engineering Group Inc. to prepare this master plan on August
26, 2010. The plan includes a capacity analysis of the City's stormwater collection system using
hydrology and hydraulic models, and recommended prioritized capacity improvements and water
quality related improvements to meet the requirements set forth by the Washington Department of
Ecology (WDOE).
The planning area and horizon for the master plan is stipulated in the City's Urban Area
Comprehensive Plan 2025 and the 2011 West Valley Neighborhood Plan. Should planning
conditions change, and depending on their magnitude, adjustments to the master plan
recommendations might be necessary.
This master plan included the following tasks:
• Summarize the City's existing stormwater system facilities
• Document growth planning assumptions and known future developments
• Update the stormwater collection system performance criteria
• Project future stormwater flows
• Develop new hydrologic and hydraulic models based on updated planning assumptions
April 2013 ES -1 Stormwater Collection
System Master Plan
• Evaluate the stormwater collection facilities to address hydraulic capacity requirements
from existing and projected developments, and water quality requirements from recent
regulations.
• Perform a capacity analysis for the existing collection system and recommending
improvements
• Recommend a capital improvement program (CIP) with an opinion of probable costs
• Perform a capacity allocation analysis for cost sharing purposes
• Publish a 2013 Stormwater Collection System Master Plan report
ES.2 STUDY AREA
The City of Yakima is located in Yakima County in the central part of Washington, approximately
60 miles southeast of Mount Rainier in the Yakima Valley. The City is approximately 110 miles
southeast of Seattle and 171 miles southwest of Spokane, Washington. Interstate 82 runs in a
north -south direction along the eastern side of the City. The City limits currently encompass 28
square miles, with an approximate population of 92,000 residents.
The City is topographically bound to the north by the Naches River and Cowiche Creek, the east
by the Yakima River, the south by Wide Hollow Creek, and the west by the foothills of the
Cascade Mountain Range. The general topography of the City slopes from west to east, with
sloping to the Yakima River, which flows from Selah, south through Union Gap. Figure ES.1
displays the city limits, as well as the Urban Growth Boundary of the City and the locations of
adjacent communities.
ES.3 PLANNING AND DESIGN CRITERIA
This report documents the hydrologic and hydraulic design criteria used for evaluating capacity
adequacy of the stormwater facilities within the Yakima Urban Growth Area. Most of the criteria
used by the City of Yakima are based on the 2010 Yakima County Regional Stormwater Manual
(2010 YCS Manual).
Hydrologic criteria are developed to characterize the flood routing of rainfall runoff in a defined
drainage system. The 2010 YCS Manual delineates flood parameters and procedures intended to
develop local drainage and flood control systems. Akel Engineering Group retained the services
of Hydmet to complete the hydrologic evaluation of this project.
The hydraulic criterion for the stormwater collection system was used to evaluate the capacity
requirements of conveyance facilities, retention basins, and UIC facilities. The criterion includes
the 10 -Year 3 -Hour design storm for conveyance facilities and the 25 -Year 24 -Hours for the sizing
requirements of retention basins and UICs as documented on Table ES.1.
April 2013
`s'DRAFT
Stormwater Collection
System Master Plan
r --
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Legend
Study Area
L__J Yakima City Limits
Urban Area Boundary
Selah City Limits
3 Union Gap City Limits
Streets
Highways
—••- Streams
Rivers
SLakes
Figure ES.1
Study Area
Stormwater Collection System
Master Plan
City of Yakima
Table ES.1 Hydrologic and Hydraulic Design Criteria
Stormwater Collection System Master Plan
City of Yakima
Description
2012
Stormwater Drainage Master Plan
Basins Type
Retention
Software Used in Analysis
Hydrology Design Storm Distribution
Hydrology: HEC -1 (HEC -HMS)
Hydraulics: Innovyze InfoSWMM
3 -Hour Short Duration Storm. Short -duration, high intensity characterize summer
thunderstorms.
24 -Hour NRCS Type 1A Storm. Accepted Distribution for volume based flow control
facilities.
Conveyance Capacity
Pipe Conveyance:
10 Year - 3 Hour short duration storm
Combined Pipe and Street Conveyance:
100 Year - 3 Hour short duration storm
Overflow Spillway Requirements
New Development and Redevelopment
Treatment Design Volume
Treatment Design Flow
Treatment Bypass
Site Runoff Design Storm Volumes
Site Passage of Upland Flow and Site Runoff
Infiltration (Retention) Basins
Anticipated Use
Drawdown Time / Infiltration (Bio -Infiltration)
Drawdown Time / Infiltration (Infiltration)
For facilities over 1 acre-foot of storage: 100 Year 3 -Hour storm with 30%
freeboard to downstream conveyance
For Facilities 1 acre-foot of storage and under: 100 -Year 3 -Hour storm to
downstream conveyance
0.5 inches of predicted runoff from all impervious surfaces that contribute to
treatment facility
Upstream of Detention: 6 -Month 3 -Hour
Downstream of Detention: Full 2 -Year discharge rate from detention/retention
facility
Bypass required unless treatment facility(ies) can handle 25 -Year 3 -Hour short
duration storm
Full Retention, Design Storm of 25 -Year 24 -Hour must be retained (if site is over 1/2
acre).
100 -Year 24 -Hour for Wide Hollow and Ahtanum Creeks.
100 -Year 3 -Hour for Congdon and Fruitvale Canals and other smaller conveyance
facilities.
Existing Developments: Recommend multi -use park/retention basin where feasible
Future Developments: Recommend all future ponds to consider multi -use if
consistent with Parks Department
<_ 1 inches / hour if relying on root zone, otherwise maximum of 2.4 inches / hour
<_ 2.4 inches / hour
Drywells (UIC)
Anticipated Use
Drawdown Time / Infiltration
Siting Requirements
Slope Requirements
Infiltration Trenches (UIC)
Anticipated Use
Drawdown Time / Infiltration
Siting Requirements
Infiltration/Bio-Infiltration Swales
Overflow requirements
Anticipated Use
Drawdown Time / Infiltration (Bio -Infiltration)
Drawdown Time / Infiltration (Infiltration)
Siting Requirements
Existing Developments: Use when no feasible connection to existing infrastructure
Future Developments: For use only if approved by City Engineer in an area with
limited storm water infrastructure
Minimum subgrade infiltration rate of 0.15 inches/hour and drain completely within
72 hours after a storm event
Bottom must maintain minimum 5 feet of clearance from groundwater table and
impermeable soil layers
Should not be constructed on slopes greater than 25 percent
Existing Developments: Use when no feasible connection to existing infrastructure
Future Developments: For use only if approved by City Engineer in an area with
limited storm water infrastructure
Water Quality: 0.5 - 2.4 inches / hour
Flow Control: No minimum or maximum, to be determined by design engineer and
approved by City engineer
Bottom must maintain minimum 5 feet of clearance from groundwater table and
impermeable soil layers
If overflow directed to Drywell or Infiltration Trench, the swale is regulated as a UIC
and must be registered with DOE
Existing Developments: Use when no feasible connection to existing infrastructure
Future Developments: For use only if approved by City Engineer in an area with
limited storm water infrastructure
Water Quality: <_ 1 inches / hour if relying on root zone, otherwise maximum of 2.4
inches / hour
Flow Control: No minimum or maximum, to be determined by design engineer and
approved by City Engineer
Water Quality: <_ 2.4 inches / hour
Flow Control: No minimum or maximum, to be determined by design engineer and
approved by City Engineer
Bottom must maintain minimum 5 feet of clearance from groundwater table and
impermeable soil layers
4/10/2012
DRAFT
ES.4 HYDROLOGY MODEL DEVELOPMENT
Factors critical to the hydrologic model development include the watersheds, drainage basins
within each watershed, overland flow routing within drainage subbasins, and conveyance that
makes full use of pipes as well as streets for routing 100 -year design storm events. The
hydrologic model was used for calculating stormwater runoff volumes from each identified
drainage subbasin (Figure ES.2).
The selected modeling software that was used for the hydrology analysis on this project was
developed by the U.S. Army Corps of Engineers' Hydrologic Engineering Center Hydrologic
Modeling System (HEC -HMS). HEC -HMS is also referenced in Hydrologic Analysis and Design
Section of the Stormwater Management Manual for Eastern Washington.
ES.5 HYDRAULIC MODEL DEVELOPMENT
The City's stormwater collection system includes conveyance facilities, outfalls, and Underground
Injection Controls (UICs). There are two stormwater collection systems servicing existing
developments within the Yakima City limits. The first is owned by the City, while the second is
considered a part of the County of Yakima Drainage Improvement Districts (DIDs). Over the
years, the two systems have been interconnected, as shown on Figure ES.3, although the
purpose of the DID system remains for high groundwater mitigation. According to City staff, the
interconnections between the DID system and the City stormwater drainage system were
implemented over many years. Many were made prior to annexation into the City of Yakima.
Combined, these two systems include over 125 miles of stormwater collection and conveyance
pipelines (Table ES.2).
The hydraulic model was thus developed and included both the City -owned conveyance system
as well as the DID system. The model was populated to include rim elevations at manholes,
invert elevations of pipelines, pipe sizes, pipe slopes, pipe lengths, and outfall elevations. Input
hydrographs were developed using the HEC -HMS hydrology model were used as inputs into the
InfoSWMM hydraulic model to simulate stormwater runoff entering the system.
ES.6 WATER QUALITY BEST MANAGEMENT PRACTICES
Stormwater runoff can have adverse water quality effects on receiving waters, and may lead to
negative environmental impacts. Much of the water quality impact to receiving waters is
determined by the pollutants that are found in the runoff.
Water quality treatment facilities best management practices (BMPs) are also discussed in the
2010 Yakima County Stormwater Manual (County Manual, Chapter 6) and they include the
following types of treatment methods and facilities: Infiltration and Bio -infiltration (Surface
Infiltration), Biofiltration, Subsurface Infiltration (UIC), Filtration, Evaporation Pond, and Emerging
Technologies.
April 2013
ES -3 Stormwater Collection
System Master Plan
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Drainage Basins
Stormwater Collection System
Master Plan
City of Yakima
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Existing System
• City Drainage Outfall
® DID Drainage Outfall
Drywell/UIC
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Pipes
City System
DID System
Culvert
Private Pipe
Open Channel
Streets
Highways
L 1 City Limits
Irrigation Canals
Streams
Rivers
Lakes
DRAFT
Figure ES.3
Existing Stormwater
System
Stormwater Collection System
Master Plan
City of Yakima
Table ES.2 Existing City and DID Modeled Inventory
Stormwater Collection System Master Plan
City of Yakima
Pipe Size
(in)
City DID
Length Lengt
(ft) (miles) (ft)
(miles)
Pipeline
Unknown
2
6
8
10
12
14
15
18
20
21
24
27
30
33
36
42
48
52,430
607
2,622
46,919
45,752
99,121
2,413
38,084
46,501
128
16,714
27,046
6,247
17,581
712
11,583
4,270
401
9.93
0.11
0.50
8.89
8.67
18.77
0.46
7.21
8.81
0.02
3.17
5.12
1.18
3.33
0.13
2.19
0.81
0.08
1,611
0.31
0 0.00
23,677 4.48
24,932 4.72
26,638 5.05
29,030 5.50
0 0.00
12,643 2.39
24,945 4.72
2,961 0.56
5,628 1.07
5,766 1.09
5,573 1.06
6,922 1.31
1,939 0.37
4,881 0.92
Total - Pipeline
Other
Culvert 17,783 3.37
Open Channel 51,169 9.69
Private Pipe 552 0.10
419,131 79.38
177,144 33.55
Total - Pipeline
69,504 13.16
Notes: 1/7/2013
1. Pipes sizes and lengths are from the City GIS and confirmed, where available, by survey data.
DRAFT
Groundwater quality impacts should also be evaluated, especially if the stormwater treatment
BMP is located within a critical aquifer recharge area, or a wellhead protection area. The City of
Yakima has been constructing Surface Infiltration Facilities, Subsurface Infiltration Facilities, and
Oil/Water Separators as effective BMPs.
Pollutant loadings in the stormwater collection system can be modeled to evaluate the impacts of
runoff on receiving waters. The developed water quality model can be used to evaluate the
performance of surface water treatment facilities located within the City. Water quality modeling
was not a part of this stormwater collection master plan.
ES.7 CAPACITY EVALUATION
The City's hydrology and hydraulic models, including the DID conveyance system, were used to
evaluate the capacity adequacy of the existing system and for sizing future improvements. The
existing system evaluation includes analysis for known flooding and facility problem areas,
conveyance facilities, the Fruitvale and Congdon Canal, Underground Injections Controls. The
evaluation also included special studies relating to the potential short-term integration of DID#4,
potential short term integration of other DID systems, and the evaluation of the Tieton and 28th
detention system.
Improvements were proposed for the existing system based on the analysis criteria set for in the
Planning and Design Criteria chapter. Additionally, infrastructure policies for future growth in the
West Valley were established, and documented. Proposed improvements are shown graphically
on Figure ES.4, and retention basin improvements are listed on Table ES.3.
ES.8 CONSTRUCTION PRIORITIES
The recommended improvements identified in this master plan and intended to mitigate existing
system deficiencies were prioritized based on several factors including: flooding concerns, ease of
connection to the existing stormwater collection system, whether the project is new construction,
and whether the project is a replacement. It should be noted that these construction priorities are
subject to revisions by City staff.
The pipeline improvements were organized into the following four priorities:
• Priority 1 Pipe Improvements: These improvements are recommended to mitigate
chronic flooding areas. It should be noted that some of these Priority 1 pipe improvements
discharge into conveyance systems (such as the DID system) owned by others. In these
cases, it is recommended that the City negotiates a Tong -term capacity allocation
agreement with these owners.
• Priority 2 Pipe Improvements: These improvements are recommended to mitigate
secondary flooding areas, or connections to existing/new retention facilities.
April 2013
`s° DRA
Stormwater Collection
System Master Plan
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Legend
Proposed Improvements WJ
Pipes WK
Existing System WM
O City Drainage Outfall WN
O DID Drainage Outfall WP
Drywell/UIC WO
■ Swale WR
Pipes YA
City System YB
DID System YC
Culvert YD
Private Pipe YE
Open Channel YF
Basins YG
AA YH
AB YI
AC Y,1
AD YK
AP YL
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NB YN
Naches Local 177AUIC Areas
WA k_.\ V ASO District
WB Streets
WC Highways
WD L 1 City Limits
WE Irrigation Canals
WF -"---- Streams
WG Rivers
WH lip Lakes
WI
DRAFT
Figure ES.4
Existing and Proposed
Stormwater System
Stormwater Collection System
Master Plan
City of Yakima
Table ES.3 Proposed Retention Basins
Stormwater Collection System Master Plan
City of Yakima
Retention
Basin ID
Alignment
Limits
New/
Capacity Expansion/
Conversion lmprov.
Basin Volume
{AF).
ADS1
NAS1
NAS2
WAS2
WAS6
WBS1
WDS1
WFGS1
WHS1
WIS1
WJS1
WJS2
WJS3
WKS1
WQSi
YBS1
YDS1
YES1
YFS1
YGS1
YIS1
YJS1
VLSI
YMS1
YMS2
YNS1
Ag Field
Existing Lake
Myron Lake
West Valley Middle School
WA Department of Game
Vacant Lot
Broadway Park
Private Property
Emil Kissel Park
Field
Gilbert Park
Ag Field
Randall Park
Ag Field
Ag Field
Vacant Lot
Railroad Yard
YRWWTP Ponds
Buchanan Lake
Sarg Hubbard Park
Boise -Cascade Mill Site
Vacant Land
Chesterly Park
Vacant Land
Rotary Lake
Boise -Cascade Mill Site
Northeast corner of 64th Ave and Washington Ave
Existing Lake e/o Myron Lake and s/o SR -12
Existing Myron Lake
Soccer Field north of Mead Ave
Department of Game office at 24th Ave and Racquet Ln
n/o Valley Mall Blvd and e/o Railroad
Fields in Broadway Park at Cornell Ave and Pierce St
n/e corner of 12th Ave and Wide Hollow Creek
Emil Kissel Park s/e corner of 32nd Ave and Mead Ave
Vacant Field n/o Wide Hollow Creek at 40th Ave
South end of Gilbert Park near Congdon Canal
South of intersection of Arlington St and 56th Ave
Use existing duck pond as potential retention location
Northeast of intersection of 64th Ave and Nob Hill Blvd
Northeast corner of intersection of Congdon Canal and Wide Hollow Creek
Land s/o Birchfield Rd and n/o Nob Hill Blvd at Yakima River
1st Ave at Division St in the Rail yard
Utilize existing ponds at YRWWTP
Existing Buchanan Lake
Existing Pond in Sarg Hubbard Park
South end of property near 1-82 ramp
Property n/o Powerhouse Rd and e/o 32nd Ave
Soccer fields in south portion of property
Property e/o 6th Ave and approx 1,000 ft n/o River Rd
Existing Rotary Lake
North end of property near Freeway Lake Rd
New Basin
Capacity Expansion
Capacity Expansion
New Basin
New Basin
New Basin
New Basin
New Basin
New Basin
New Basin
New Basin
New Basin
Capacity Expansion
New Basin
New Basin
New Basin
New Basin
Capacity Expansion
Conversion lmprov.
Capacity Expansion
New Basin
New Basin
New Basin
New Basin
Conversion lmprov.
New Basin
42
34
22
8
6
74
54
158
6
34
8
6
82
66
44
8
80
78
44
86
196
28
14
24
34
18
1/10/2013
DRAF?
• Priority 3 Pipe Improvements: These improvements include new pipes or upgrades to
the existing system in critical locations, to meet the 10 -Year 3 -Hour design storm
requirements.
• Priority 4 Pipe Improvements: These improvements include upgrades to the existing
system to meet the 10 -Year 3 -Hour design storm requirements. Unlike Priority 3, these
improvements are not located in critical locations.
The retention basin improvements were organized into the following four priorities:
• Priority 1 Basin Improvements: These improvements convert existing lakes that may
currently be receiving surface water drainage from a piped system, and designate them as
retention facilities. Due to significant flooding, two new basins were also included in this
priority: Basin YDS1 and Basin YIS1.
• Priority 2 Basin Improvements: These improvements convert existing surface water
bodies, which do not have tributary pipe systems, and convert them to retention facilities.
These converted facilities will retain stormwater in designated areas within City -owned
parks, so as to mitigate the need of purchasing new land.
• Priority 3 Basin Improvements: These improvements include new retention facilities
constructed in floodplains or in existing park locations.
• Priority 4 Basin Improvements: These improvements include new retention facilities
needed in areas with no known publicly owned lands. The facilities will require siting
studies and land acquisition.
Known flooding problem areas were assigned a high priority during the development of the CIP.
Additionally, construction of pipeline improvements, within any drainage basin identified in this
master plan, are recommended only after the completion of the terminus retention basin facility
improvements.
ES.9 CAPITAL IMPROVEMENT PROGRAM
The Capital Improvement Program includes pipeline, retention basin, and UIC projects
recommended in this master plan (Table ES.4). Each improvement was assigned a uniquely
coded identifier associated with its drainage basin, and which is used for locating it on the
corresponding Detail Sheets.
The estimated construction costs include the baseline costs plus 30 percent contingency
allowance to account for unforeseen events and unknown field conditions, as described in a
previous section. Capital improvement costs include the estimated construction costs plus 30
April 2013
ES -5 Stormwater Collection
System Master Plan
Table ES.4 Capital Improvement Program
Stormwater Collection System Master Plan
City of Yakima
DRAFT
Improv. No. Type of Detail Sheet
Improv.
Alignment
MOM* humrmvNmitst0 Cunt4R Eads ktogOi lklrFfdn
Limits
Itemized Cost Estimate
Pipeline and Appurtenances Costs
Size Length Cast Based Unit Pipe
On Cost Cost
151 151
Other
Infrastr.
Costs
151
Bid
Tab
Costs
151
Baseline
Constr.
Cost
151
Estimated
Constr.
Cost
151
Land
Acquisition
Cost
151
Capital
Improv,
Cost
151
Priority 1
(5)
Construction Priority
Benefit
Priority 2 Priority 3 Priority 4 Existing Future
Users Users
is I°AI 1°t)
Existing
Users
51
Cost Sharing
Future
Users
151
Drainage Basin WK
WKR20 Pipe
WK612 Pipe
WKR23A Pipe
WKR23B Pipe
WKR24 Pipe
WKR30 Pipe
WK634 Pipe
WKR40 Pipe
WKR44 Pipe
WKR46A Pipe
WKR46B Plpe
WKR50 Pipe
WKR52 Pipe
WKR62 Pipe
WKR66 Pipe
WKR70 Pipe
WNR7B Pipe
WKRBOA Pipe
WKRBOB Pipe
WKRBOC Pipe
Drainage Basin W1
WJR04
WJR12
WJR14
WJR16
WJR20
WJR22A
WJR22B
WJR30A
WJR30B 1
WJR32 1
2
WJR44A
WJR44B
WJR48 1
WJR50
W1654A
WJR54B
W1658
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Drainage Basin WI
WIRO6 Pipe
WIR10 Pipe
WIR16A Pipe
WIR16B 1 Pipe
2 Pipe
WIR20 Pipe
WIR28 Pipe
WIR30 Pipe
WIR32 Pipe
WIR34 Pipe
WIR38 Pipe
WIR42 Pipe
WIR46 Pipe
Drainage Basin WH
WHRO4 1 Pipe
2 Pipe
Detail 6 Englewood Ave
Detail B 74th Ave
Detail 8 74th Ave
Detail 13 SummiNiew Ave
Detail 13 SummlMew Ave
D etail B 72nd Ave
D etail B 72nd Ave
Detail 8,15 72nd Ave
D etai115 Midvale Rd
Detail15 72nd Ave
Detail15 Nob Hill Blvd
Detail 15 School Field
Detail 15 Nob Hill Blvd
Detail15 62nd Ave
Detail 6,15,16 Golf Course
Detail 15 Ag Field / 64th Ave
Detail 8,15 Pickens Rd
Detail 15 Ag Field
Detail 15 Nob Hill Blvd
Detail 16 Nob Hill Blvd
D etail 9
Oeta119
D etail
D aten 9
D e1.119
D etei19
Detail
Detdl9
Detail
DetAl9
Detail
Detell 9
Detail 9, 36
Detail 9
Derail
Deta119
Detail 9
Deta119
Detail 9
Detail
Lincoln Ave
56th Ave
56th Ave
Chestnut Ave
Gilbert Park / 50th Ave
Chestnut Ave
50th Ave
50th Ave
48th Ave
Walnut Ave
50th Ave
Tieton Ave
160ft e/o 50th Ave
Arlington 5t
56th Ave
Nob Hill 61v1
Nob Hill Blvd
160 ft e/0 50th Ave
Nob Hill Blvd
48th Ave
D etail10 40th Ave
Dete1110,17 40th Ave
Creel! 10,17 38th Ave
De41117 38th Ave
Detail17 Golf Course
Detell 17 40th Ave
Deft!! 9,10,16,1744 m Ave
Detail 16,17 44th Ave
Detail 17 Nob Hill Blvd
0.41117 40th Ave
De41117 40th Ave
Dela 17 McLean Dr
De41117 380, Ave
Dee1117 34th Ave
De41117 King 5t
From 250 ft e/o 77th Ave to 74th Ave
From Englewood Ave to Richey Rd
From Richey 9d to Summitview Ave
From 76th Ave to 74th Ave
From 74th Ave to 72nd Ave
From SummiNiew Ave to Chestnut Ave
From Chestnut Ave to Tieton Dr
From Teton Dr to Midvale Rd
From approx 150 ft w/o 75th Ave to 72nd Ave
From Midrate PO 4 Hob 1141 5401
From 150 ft w/o 75th Ave to 72nd Ave
From north end of Wool Field !4 Nab HIM 6.198
From 72nd Ave to Wal-Mart western boundary
From Chestnut Ave to Tieton Dr
From Tieton Or to 64th Ave and south end of course
Follows existing DID alignment due to topography
From Tieton Dr to Ag Field
IRON Piokens 6d to Nob 0316,100
From west property line of Wal Mart to 64th Ave
lram 6415 Ave 14 Itatcndon Orlin V113.1
6000, 61(1 Ave 10 56:1 Ave
From Lincoln Ave to5ummilview Ave
From SummiNiew Ave to Chestnut Ave
From 56.1 A*. Io 53rd Ave
From "morn AVC tO Summl(nlew Ave
Rein 53rd Ave to 8011 Ave
From Summltview Ave to Chestnut Ave
From Chestnut Ave to Walnut Ave
From Chestnut Ave to Walnut Ave
FrOn, 4016 Ave 10 5015 A.
From Walnut Ave Tieton Dr
From 50th Ave to 160 ft e/o 50th Ave
From Tieton Dr to Arlington 5t
From 53rd Ave to 160 ft w/o 50th Ave
From Arlington 5t to Nob Hill Blvd
From SON Ave 10 32011 w/o 13rd Ave
From 320 ft w/o 53rd Ave to 160 ft w/o 50th Ave
From Arlington 5t to Nob H11113100
From 160 ft w/o 50th Ave to 48th Ave
From Nob POI Blvd to Aardari Pyo
From Chestnut Ave to Tieton Or
From Tleton Dr to Arlington St
From Chestnut Ave to 140 ft s/0 Webster Ave
From 140 ft sip Webster Ave to 160 ft 6/0 Arlington 5t
From 38th Ave to 40th Ave
From Arlington 5t to Nob Hill Blvd
From Tieton Dr to Arlington St
From Arlington 5t to Nob Hill Blvd
From 44th Ave to 40th Ave
Wm NobHIM61W [03501 WA1404 Are
From 350 n/o Viola Ave to McLean Dr
From 40th Ave 1036th Ave
FromMetean Dr W Retention Basin W191
From Viola Ave to King 5t
hem 3411, Ave to Emll Kiwi Pah
18 560
18 1,125
30 1,525
18 675
36 640
18 1,175
24 1,375
54 1,250
24 1,275
60 1,325
30 1,050
16 650
60 1,350
18 1,350
30 1,550
42 1,475
24 1,875
36 1,325
66 1,275
72 1,000
30 1,775
36 1,325
60 1,325
66 910
24 1,875
66 960
30 1,275
60 670
30 650
30 850
66 650
66 160
72 1,325
24 870
24 1,275
24 730
24 1,360
72 1,340
72 660
84 1,300
24 1,325
30 1,325
24 810
30 510
30 650
36 1,325
24 1,325
36 1,325
42 1,300
48 990
60 550
60 660
66 620
New
New
New
New
Replace
Pan11e1
Parallel
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Parallel
Parallel
New
Replace
Replace
Replace
Replete
Replete
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
New
New
Flew
New
Replete
Replace
Replete
Penile!
Parallel
Parallel
Parallel
Parallel
New
New
Panlld
Panllal
Replace
Replace
Replace
Replace
185
185
259
165
276
185
207
400
207
459
259
185
459
185
259
287
207
276
519
5130
103,600
208,125
394,975
124,675
176,640
217,375
284,625
500,000
263,925
608,175
271,950
120,250
619,650
249,750
401,450
423,325
388,125
365,700
661,725
580,000
259 459,725
276 365,700
459 608,175
519 472,290
207 388,125
519 498,240
259 330,225
459 307,530
259 168,350
259 220,150
519 337,350
519 83,040
580 768,500
207 180,090
207 263,925
207 151,110
207 281,520
580 777,200
580 362,800
668 668,400
207
259
207
259
259
276
207
276
287
339
459
459
519
274,275
343,175
167,670
132,090
168,350
365,700
274,275
365,700
373,100
335,610
252,450
302,940
321,780
30 1,240 Replete 259 321,160
30 680 Replace 259 176,120
103,600
208,125
394,975
124,875
176,640
217,375
264,625
500,000
263,925
608,175
271,950
120,250
619,650
249,750
401,450
423,325
366,125
365,700
661,725
580,000
459,725
365,700
608,175
472,290
368,125
498,240
330,225
307,530
168,350
220,150
337,350
63,040
768,500
160,090
263,925
151,110
281,520
777,200
382,800
868,400
274,275
343,175
167,670
132,090
168,350
365,700
274,275
365,700
373,100
335,610
252,450
302,940
321,780
134,680
270,563
513,468
162,336
229,632
282,588
370,013
650,000
343,103
790,628
353,535
156,325
805,545
324,675
521,885
550,323
504,563
475,410
860,243
754,000
597,643
475,410
790,628
613,977
504,563
647,712
429,293
399,789
218,855
266,195
438,555
107,952
999,050
234,117
343,103
196,443
365,976
1,010,360
497,640
1,128,920
356,558
446,128
217,971
171,717
218,655
475,410
356,556
475,410
485,030
436,293
328,185
393,822
418,314
321,160 417,508
176,120 228,956
175,084
351,731
667,508
211,039
298,522
367,364
481,016
845,000
446,033
1,027,816
459,596
203,223
1,047,209
422,078
678,451
715,419
655,931
618,033
1,116,315
980,200
566,9,1.1.91,1, WK 11,769,566
5ubtotel-Basin W1
Subtotal - Basin WI
Svbt41a1 - Barin WH
776,935
618,033
1,027,616
798,170
655,931
842,026
556,080
519,726
284,512
372,054
570,122
140,338
1,296,765
304,352
446,033
255,376
475,769
1,313,468
646,932
1,467,596
13,372,032
463,525
579,966
283,362
223,232
284,512
616,033
463,525
616,033
630,539
567,181
426,641
511,969
543,808
6,214,324
542,760
297,643
640,4113
0
1,047,209
1,118,315
980,200
3,145,724
646,932
1,467,596
2,114,528
351,731
667,508
211,039
298,522
645,000
446,033
1,027,816
459,596
422,078
4,729,321
655,931
304,352
475,769
1,313,468
2,749,520
618,033
610,033
175,084
367,364
481,016
203,223
678,451
715,419
655,931
618,033
3,094,521
776,935
618,033
1,027,016
798,170
842,026
558,080
519,726
284,512
372,054
570,122
140,338
1,298,765
446,033
255,376
8,507,984
463,525
579,966
283,362
223,232
284,512
463,525
618,033
630,539
567,181
426,641
511,969
543,1308
5,596,291
542,760
297,643
040,403
10096
10016
10096
10096
10096
10096
100%
100%
100%
10096
100%
100%
100%
10096
10096
100%
100%
100%
100%
100%
100%
10096
10096
10096
10096
100)6
100%
100%
100%
100%
100%
100)6
100%
100%
100%
10096
10096
10096
100%
100%
100%
100%
100%
100%
1006
100%
100%
100%
10096
100%
100%
10096
10096
100%
100%
175,084
351,731
667,506
211,039
298,522
367,364
481,016
845,000
446,033
1,027,816
459,596
203,223
1,047,209
422,078
678,451
715,419
655,931
618,033
1,116,315
980,200
11,769,566
776,935
618,033
1,027,616
798,170
655,931
842,026
558,080
519,726
284,512
372,054
570,122
140,336
1,298,765
304,352
446,033
255,376
475,769
1,313,468
646,932
1,467,596
13,372,032
463,525
579,966
283,362
223,232
284,512
618,033
463,525
616,033
630,539
567,181
426,641
511,969
543,808
6,214,324
542,760
297,643
640.403
0
0
0
0
0
0
0
O
a
0
a
0
O
0
0
0
0
0
0
0
0
0
0
0
O
D
0
0
0
O
0
0
Table ES.4 Capital Improvement Program
Stormwater Collection System Master Plan
City of Yakima
DRAFT
Improv. No. Type ofImprov. Detail Sheet
Alignment
Limits
Itemized Cost Estimate Construction Priority % Benefit Cost Sharing
Pipeline and Appurtenances Costs Other Bid Baseline Estimated Land Capital
Cost Based Unit Pipe Infrastr. Tab Constr. Constr. Acquisition Improv.
5131 Length On
Cost Cost Costs Costs Cost Cost Cost Cost
I:n) 1111 161 191 101 151 IS) 161 151 I5)
Priority 1
151
Priority 2
(Si
Priority 3
Priority 4 Existing Future Existing Future
Users Users Users Users
Drainage Basin WG
WGRO6 Pipe Detail 10 Tieton Dr
WGR10 Pipe Detail 10,17 27th Ave
WGR16 Pipe Detail17 27th Ave
WGR20 Pipe Detail 17 Bonnie Doone Ave
WGR26 Pipe Detail 17 Nob Hill Ave
WGR30A Pipe Detail 17 24th Ave
WGR3OB Pipe Detail 18 Nob Hill Ave
WGR32 Pipe Detail 15 Nob Hill Ave
WGR34 Pipe Detail 113 20th Ave
WGR36 Pipe Detail 18 20th Ave
WGR43 1 Pipe Detail 17 Logan Ave
2 Pipe Detail 17 26th Ave
3 Pipe Detail 17 Logan Ave
WGR45A 1 Pipe Detail 17,18 McClure Elementary
2 Pipe Detail 18 22nd Ave
WGR45B Pipe Detail18 Logan Ave
WGR46A Pipe Detail18 20th Ave
WGR46B 1 Pipe Detail 18 Logan Ave
2 Pipe Detail 18 20th Ave
WGR51A Pipe Detail 15 Mead Ave
WGR52 1 Pipe Detail 18 18th Ave
2 Pipe Detail 18 Tahoma Ave
WGR54 Pipe Detail 18, 25 16th Ave
From 30th Ave to 27th Ave
From Tieton Dr to Arlington St
From Arlington St to Bonnie Doone Ave
From 27th Ave to 29th Ave
From 270 N w/o Holbrook Ct to 24th Ave
From Bonnie Doone Arc to Nob 181 Blvd
From 24th Ave to 22nd Ave
From 22nd Ave to 20th Ave
From Nob Hill Blvd to Prasch Ave
Iran praxes. Ave W Urrrnway 51
From 29th Ave to 26th Ave
From 130 ft n/o Logan Ave to Logan Ave
From 26th Ave to 24th Ave
From 24th Ave to 22nd Ave
From 180 ft s/o Prasch Ave to Logan Ave
From 24th Ave to 22nd Ave
From Greenway Ot to Logan Ave
From 22nd Ave to 20th Ave
From Logan Ave to Mead Ave
From 200 Ave to 18eh Ave
From ream Ave to Tatlama Ave
From 18th Ave to 16th Ave
From Tahoma Ave to Washington Ave
Drainage Basin WF
WFRO6 Pipe Detail11 Tieton Dr From 120 ft1/023rd Ave to 160 ft w/o 20th Ave
WFR12 Pipe Detail 11 Tieton Dr From 160 n w/o 20th Ave to 113th Ave
WFR14 Pipe Detail 11 Tieton Dr From 18th Ave to 15th Ave
WFR1B Pipe Detail11 Tieton Dr From 12th Ave to 15th Ave
WFR22 1 Pipe Detail 11 15th Ave Front Tieton Dr to Arlington St
2 Pipe Detail 11 Arlington St From 15th Ave to 16th Ave
WFR24 Pipe Detail 11 Arlington 5t From Alley to 15th Ave
WFR26 Pipe Detail11 16th Ave From Arlington St to Nob Hill Blvd
WFR26 Pipe Detail11 16th Ave Mem Hob MN Bled to Prasch Ave
WFR32A Pipe Detail 11 16th Ave From Mastt. Aye 10 101041 Asx
WFR34 Pipe Detail 11 16th Ave From Viola Ave millet, Asp
WFR36 Pipe Detail 11 16th Ave From Plath Ave to Mead Ave
WFR42 1 Pipe Detail 11 Nob Hill Blvd From 12th Ave to 14th Ave at Yakima Valley CC
2 Pipe Detail 11 14th Ave From Nob Hill Blvd to Viola Ave
WFR46A Pipe Detail 11 Mead Ave From 16th Ave to 14th Ave
WFR47 Pipe Detail11 14th Ave 'tam Vola Metahtee4 Ave
WFR48 Pipe Detail 11 Mead Ave From 14th Ave to 12th Ave
WFR50 Pipe Detail 11 12th Ave From Mead Ave to King St
WFR54 Pipe Detail 11 12th Ave From King St to Pierce St
WFR58 Pipe Detail25 12th Ave From Pierce Ot to Washington Ave
WFR64 Pipe Detail 25 12th Ave From Washington Ave to Retention Basin WGFS1
Drainage Basin WE
WER04 Pipe Detail25 Cornell Ave FremWFlhingtor.Aveta Pierce 51
WER12 1 Pipe Detail25 Pleasant Ave From Pierce Of to Washington Ave
2 Pipe Detail 25 Washington Ave From Pleasant Ave to 12th Ave
Drainage Basin WD
WDRO4 1 Pipe Detail11 11th Ave From Yakima Ave to Walnut St
2 Pipe Detail11 Walnut St From 11th Ave to 10th Ave
W17906 Pipe Detail11 10th Ave 8r001Walnut St to Pine St
WDRO8 Plpe Detail 11 Pine 5t From 10th Ave to 8th Ave
WDRIO 1 Pipe Detail11 Sth Ave Mom Pine St to DMslen St
2 Pipe Detail 11 Division 5t From 8th Ave to Cornell Ave
3 Casing° Detail11 Division 5t Railway Crossing
WDR12 Pipe Detail 11,18 Cornell Ave From Division St to 120 ft n/o Baker St
WDR14 Pipe Detei118 Cornell Ave From 120 ft n/o Baker Ot to Nob Hill Blvd
WDR18A Pipe Detail 18,19 Nob Hill Blvd Front Cornell Ave to 3rd Ave
WDR18B Pipe Detail19 3rd Ave frerlr Bilker St IO Hoo 11111 814n
WDR22 Pipe Detail 19 Landon Ave From Arlington Ot to Nob Hill Blvd
WDR24 Pipe Detail 19 Nob Hill Blvd From Landon Ave to 3rd Ave
WDR26 Pipe Detail19 3rd Ave c ram Hnb NO SW 1101018 Are
WDR28 Pipe Detail 19 3rd Ave From Viola Ave to Mead Ave
WDR30 Pipe Detail 19 3rd Ave From Mead Ave to Pierce St
WDR32 Pipe Detail 26 3rd Ave Front Pierce St to Washington Ave
24 910 New 207 180,370
24 1,350 Replete 207 279,450
30 650 Replace 259 168,350
42 1,000 Replace 287 287,000
24 2,025 Parallel 207 419,175
42 620 Replace 287 177,940
54 650 Replace 400 260,000
60 670 Replace 459 307,530
66 790 Replace 519 410,010
66 650 Replace 519 337,350
24 940 New 207 194,580
24 130 New 207 26,910
24 920 New 207 190,440
24 650 Replace 207 134,550
24 1,125 Replace 207 232,875
30 650 Replace 259 168,350
66 575 Replace 519 298,425
66 670 Replace 519 347,730
66 650 Replace 519 337,350
72 610 Replete 580 353,800
72 960 Replace 580 556,800
72 680 Replace 580 394,400
72 1,625 Replace 580 942,500
24 800 Replace 207 165,600
36 810 Replace 276 223,560
42 990 Replace 287 284,130
24 970 Replace 207 200,790
54 1,350 Replace 400 540,000
54 300 Replace 400 120,000
30 1,425 Replace 259 369,075
66 1,320 Replace 519 685,080
66 700 Replace 519 363,300
72 630 Replace 500 365,400
72 940 Replace 580 545,200
84 340 Replace 668 227,120
36 590 Replace 276 162,840
36 1,325 Replace 276 365,700
72 630 Replace 580 365,400
48 1,325 Replace 339 449,175
96 510 Replace 756 461,160
96 640 Replace 756 483,840
96 670 Replace 756 506,520
96 1,325 Replace 756 1,001,700
120 910 Replace 927 843,570
30 1,275 Replace 259 330,225
18 1,325 Replace 1135 245,125
18 650 Replace 185 120,250
24 1,000 Replace 207 207,000
24 350 Replace 207 72,450
30 740 Replace 259 191,660
36 740 Replace 276 204,240
42 590 Replete 287 169,330
42 500 Replace 287 143,500
71 BO Replace 994 79,520
42 1,325 Replace 287 380,275
48 1,275 Replace 339 432,225
54 1,325 Replete 400 530,000
30 1,150 New 259 297,850
30 1,300 New 259 336,700
30 1,025 Replace 259 265,475
60 1,325 Replace 459 608,175
60 1,325 Replace 459 608,175
60 1,350 Replace 459 619,650
66 1,325 Replace 519 687,675
188,370 244,881 318,345
279,450 363,285 472,271
166,350 218,855 284,512
287,000 373,100 485,030
419,175 544,928 708,406
177,940 231,322 300,719
260,000 338,000 439,400
307,530 399,789 519,726
410,010 533,013 692,917
337,350 438,555 570,122
194,550 252,954 328,840
26,910 34,983 45,478
190,440 247,572 321,844
134,550 174,915 227,390
232,875 302,738 393,559
168,350 218,855 284,512
298,425 387,953 504,338
347,730 452,049 587,664
337,350 438,555 570,122
353,800 459,940 597,922
556,600 723,840 940,992
394,400 512,720 666,536
942,500 1,225,250 1,592,825
Subtotal - Basin WG 11,853,466
165,600 215,280 279,864
223,560 290,628 377,816
284,130 369,369 480,180
200,790 261,027 339,335
540,000 702,000 912,600
120,000 156,000 202,500
369,075 479,798 623,737
685,080 890,604 1,157,785
363,300 472,290 613,977
365,400 475,020 617,526
545,200 708,760 921,388
227,120 295,256 383,833
162,840 211,692 275,200
365,700 475,410 618,033
365,400 475,020 617,526
449,175 583,928 759,106
461,160 599,508 779,360
403,840 628,992 617,690
506,520 658,476 856,019
1,001,700 1,302,210 1,692,873
843,570 1,096,641 1,425,633
Subtotal • Nein WF 14,752,280
330,225 429,293 558,080
245,125 315,663 414,261
120,250 156,325 203,223
Subtotal - Basin WE 1,175,564
207,000 269,100 349,830
72,450 94,185 122,441
191,660 249,150 323,905
204,240 265,512 345,166
169,330 220,129 286,168
143,500 186,550 242,515
79,520 103,376 134,389
380,275 494,358 642,665
432,225 561,893 730,460
530,000 689,000 895,700
297,850 387,205 503,367
336,700 437,710 569,023
265,475 345,118 448,653
608,175 790,628 1,027,816
608,175 790,628 1,027,816
619,650 805,545 1,047,209
687,675 893,978 1,162,171
Subtotal - Basin WD 9,859,291
318,345
472,271
284,512
485,030
708,406
300,719
439,400
519,726
692,917
570,122
328,840
45,476
321,844
227,390
393,559
284,512
504,338
587,664
570,122
597,922
940,992
666,536
1,592,025
O 1,014,507 10,938,959
O 0
O 0
623,737
759,106
1,425,633
2,808,476
558,080
414,261
203,223
1,175,564
503,367
569,023
1,072,390
279,864
377,816
480,180
339,335
912,600
202,800
1,157,785
613,977
617,526
921,388
383,833
275,200
618,033
617,526
779,360
817,690
856,019
1,692,873
11,943,805
349,830
122,441
323,905
345,166
286,168
242,515
134,389
642,665
730,460
895,700
448,653
1,027,816
1,027,816
1,047,209
1,162,171
9,786,902
100%
100%
100%
100%
10096
100%
100%
10096
100%
100%
10096
100%
100%
100%
100%
100%
10096
100%
10096
100%
100%
100%
100%
100%
10(716
100%
100%
10096
10096
100%
10096
1(%156
100%
100%
100%
100%
100%
100%
100%
10096
100%
100%
100%
100%
10096
100%
100%
100%
100%
100%
t00%
10096
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
318,345
472,271
284,512
485,030
708,406
300,719
439,400
519,726
692,917
570,122
328,840
45,478
321,844
227,390
393,559
284,512
504,338
587,664
570,122
597,922
940,992
666,536
1,592,825
11,853,466
279,864
377,816
480,180
339,335
912,600
202,800
623,737
1,157,785
613,977
617,526
921,388
383,833
275,200
618,033
617,526
759,106
779,360
817,690
856,019
1,692,873
1,425,633
14,752,280
558,080
414,261
203,223
1,175,564
0
O
0
0
0
0
0
0
0
0
0
0
0
0
❑
0
0
0
349,830 0
122,441 0
323,905 0
345,166 0
286,168 0
242,515 0
134,369 0
642,665
730,460 0
895,700 0
503,367 0
569,023 0
448,653 0
1,027,816 0
1,027,516 0
1,047,209 0
1,162,171 0
9,859,291 0
Table ES.4 Capital Improvement Program
Stormwater Collection System Master Plan
City of Yakima
DRAFT
Improv. No, Type of Detail Sheet
Improv.
Drainage Basin WC
WCRO4 Pipe Detail 26 Washington Ave
WCR1OA 1 Pipe Detail 26 Railroad
2 Pipe Detail 26 Valley Mall Blvd
Alignment
Limits
Itemized Cost Estimate
Pipeline and Appurtenances Costs Other Bid Baseline Estimated Land Capital
Size Length Cost Based Unit Pipe Inlrastr. Tab Constr. Constr. Acquisition Improv
On Cost Cost Costs Costs Cost Cost Cost Cost
In/ MI t51 (9.1 Is) 151 111 151
Construction Priority
% Benefit Cost Sharing
Priority 1 Priority 2 Priority 3 Priority 4 Existing Future Existing Future
Users Users Users Users
151 NI (558 151 157 I11 t51
From 270 ft w/o Presson PI to Railroad
From Washington Ave to Valley Mall Blvd
Railroad Crossing to Retention Basin WBS1
Drainage Basin WB
WBRO6A J Pipe Detail 19 Railroad Ram Nowlin ONdlo Mead Are
2 Pipe Detail 19 Mead Ave From Railroad, west 210 h
3 Casinj Detail 19 Mead Ave Railway Crossing
WBRO6B 1 Pipe Detail 19 Mead Ave From VONker Are a Ba6road
2 Casing Detail 19 Mead Ave Railway Crossing
WBR10A Pipe Detail 19, 26 Railroad From Mead Ave to 1,600 R n/w of Washington Ave
WBR10B Pipe Detail 19,26 Existing Canal ken/Welker Ave to Balhead
WBR10C 1 Pipe Detail 26 Railroad From 550 B n/w of Washington Ave to 600 ft n/w of Washington Ave
2 Pipe Detail 26 Railroad Crossing From 800 ft n/w of Washington Ave to Russell Ln
3 Using° Detail 26 Railroad Crossing Casing under BNSF Railway
WBR12 1 Pipe Detail 26 Railroad From Russell Ln to Washington Ave
7 Pipe Detail 26 Washington Ave From the Railroad to 520 ft w/o 1st St
WBR14 Pipe Detail 26 Business Property Line From Washington Ave to approx 1,500 ft w/o 1st St
Pipe Detail 26 Existing Canal From approx 1,500ft w/o 1st Ot to approx 920 ft w/o 1st St
WBR1B 1 Pipe Detail 26,27 1st St From Washington Ave s/e approx 7300
2 Pipe Detail 26 Parking Lot/Field From 1st St s/w approx 880 ft to existing canal
WBR20 Pipe Detail 26, 27 Field From existing canal to Retention Basin WB51
Drainage Basin WA
WAR12 Pipe Detail 15 School Field From 75th Ave to Retention Basin WAS2
WAR12B Pipe Detail 15 Willow Ct From 72nd Ave to Retention Basin WAS2
WAR29 1 Pipe Detail 17 36th Ave From 720 ft 0/0 Washington Ave to Washington Ave
2 Pipe Detail 17, 24 Washington Ave From 36th Ave to 880 ft w/o 28th Ave
WAR30 Pipe Detail 24 Washington Ave From 880 ft w/o 26th Ave to 24th Ave
WAR32 Pipe Detail 25 Washington Ave From 2410Ave 10 18th Ave
WARS Pipe Detail15 Viola Ave From 76th Ave to 72nd Ave
WAR54 Pipe Detail 15 Borley Wy From 72nd Ave to west property line of Wal-Mart
WARS6 Pipe Detail 15 West Wal-Mart Property Line From Borley Wy to Nob Hill Blvd
WARN 1 Pipe Detail 17,24 Parr tat 1/0 Racquet in From west end of parking lot to 24th Ave
2 Pipe Detail 24, 25 24th Ave From 220 ft ski Racquet Ln to 400 R s/o Racquet Ln
3 Pipe Detail 24, 25 Field From 24th Ave to Retention Basin WASE
WAR72 Pipe Detail 25 Washington Ave From 16th Ave to 12th Ave
Drainage Basin YB
YBRo6 Pipe Detail 20 Nob Hill Blvd From 2nd St to Retention Basin 5811
Drainage Basin YC
YCRO4 Pipe Detail 12,19 Fair Ave From Pecifit //vela Nob Hill Bind
VC/110 Pipe Detail 19 1st St From Nob Hill Blvd to Mead Ave
YCR12A Pipe Detail19 Fair Ave From Nob Hit Blvd1.6 Meed Ave
YCR12B Pipe Detail 19 Mead Ave From 1st St to Fair Ave
Drainage Basin YD
YDRO4 Pipe Detail11 Garfield Ave From 16th Ave to Clarke Ave
YDRO6 1 Pipe Detail 11 Clarke Ave From Garfield Ave to Jefferson Ave
2 Pipe Detail 11 Jefferson Ave From Clarke Ave to Custer Ave
3 Pipe Detail 11 Custer Ave Front Jefferson Ave to Browne Ave
YDR10 Pipe Detail 11 Summiloiew Ave Front 22nd Ave to 16th Ave
YDR12 5 Pipe Detail11 Summxview Ave rtem MO Mete 10h Wm
2 Pipe Detail 11 10th Ave Fromsummitview Ave to Browne Ave
YDR14A 1 Pipe Detail 11 Browne Ave From Custer Ave to 7th Ave
2 Pipe Detail 11 A St From 7th Ave to 5th Ave
YDR14B Pipe Detail 11 5th Ave From AM W Yakima Ave
YDR20 Pipe Detail 11 5th Ave From D St to A St
YDR24 Pipe Detail 11 5th Ave From Yakima Ave to Spruce St
YDR2B Pipe Detail 12 5th Ave From Spruce St to Pine St
YDR30 1 Pipe Detail 12 Pine St 096., 5th Awe le 1st Ave
2 Pipe Detail 12 1st Ave From Pine St to Retention Basin YDS1
YDR34 Pipe Detail 12 1st Ave From D St to Yakima Ave
YDR36 I Pipe Detai112 1st Ave tram YaNlme Ave to Wahwt Sc
7 Pipe Detail 12 Walnut 5t From 1st Ave to Railroad
3 Plpe Detail 12 Railroad From Walnut St to Retention Basin 5051
24 1,675 Replace 207 388,125
42 2,825 Replace 287 810,775
42 350 Replace 267 100,450
30 3,025 New 259 783,475
30 130 New 259 33,670
57 80 New 798 63,640
36 1,000 Replace 276 276,000
64 BO Replace 896 71,680
48 1,700 Replace 339 576,300
30 1,650 New 259 427,350
54 540 Replace 400 216,000
54 160 Replace 400 64,000
85 80 Replace 1,190 95,200
54 600 New 400 240,000
54 820 New 400 328,000
60 1,350 New 459 619,650
60 580 New 459 266,220
30 730 Replace 259 189,070
30 880 Replace 259 227,920
72 1,700 New 580 986,000
30 370 New 259 95,830
18 410 New 185 75,850
42 720 Replace 287 206,640
42 1,750 Replace 267 502,250
54 2,475 Replace 400 990,000
54 2,725 Replace 400 1,090,000
24 1,300 New 207 269,100
36 1,300 New 276 358,600
42 1,350 New 267 387,450
30 570 New 259 147,630
30 180 New 259 46,620
30 320 New 259 82,880
96 1,275 New 756 963,900
36 670 New 276 184,920
30 2,550 New 259 660,450
36 3,125 Replace 276 862,500
48 2,750 Replace 339 932,250
48 1,000 Replace 339 339,000
30 1,250 Replace 259 323,750
42 650 Replace 287 166,550
42 470 Replace 287 134,890
42 660 Replace 287 189,420
30 1,925 Replace 259 498,575
42 1,700 Replace 287 467,900
42 320 Replace 287 91,840
60 1,100 Replace 459 504,900
60 800 Replace 459 367,200
66 480 Replace 519 249,120
42 1,450 Replace 287 416,150
84 1,500 Replace 668 1,002,000
84 450 Replace 668 300,600
84 1,375 Parallel 668 918,500
84 1,200 Parallel 668 801,600
36 1,850 Replace 276 510,600
42 1,000 Parallel 287 287,000
42 350 Parallel 287 100,450
42 2,250 Parallel 287 645,750
388,125
810,775
100,450
504,563
1,054,008
130,565
783,475 1,018,518
33,670 43,771
63,840 82,992
276,000 356,800
71,680 93,184
576,300 749,190
427,350 555,555
216,000 280,800
64,000 03,200
95,200 123,760
240,000 312,000
328,000 426,400
619,650 605,545
266,220 346,086
189,070 245,791
227,920 296,296
986,000 1,281,600
Subtotal - Basin WC
%Mot01 Balm WO
655,931
1,370,210
169,761
2,195,902
1,324,073
56,902
107,890
466,440
121,139
973,947
722,222
365,040
106,160
160,886
405,600
554,320
1,047,209
449,912
319,528
385,185
1,666,340
9,234,794
95,830 124,579 161,953
75,850 96,605 126,187
206,640 266,632 349,222
502,250 652,925 848,803
990,000 1,267,000 1,673,100
1,090,000 1,417,000 1,842,100
269,100 349,830 454,779
358,800 466,440 606,372
387,450 503,685 654,791
147,630 191,919 249,495
46,620 60,606 78,788
62,880 107,744 140,067
963,900 1,253,070 1,628,991
Subtotal - Basin WA 8,916,646
184,920 240,396 312,515
Subtotal - Basin YB 312,515
660,450 656,565 1,116,161
862,500 1,121,250 1,457,625
932,250 1,211,925 1,575,503
339,000 440,700 572,910
Subtotal - Basin YC 4,722,198
323,750 420,875 547,136
186,550 242,515 315,270
134,890 175,357 227,964
189,420 246,246 320,120
498,575 648,148 842,592
487,900 634,270 824,551
91,840 119,392 155,210
504,900 656,370 853,281
367,200 477,360 620,568
249,120 323,856 421,013
416,150 540,995 703,294
1,002,000 1,302,600 1,693,380
300,600 390,760 508,014
918,500 1,194,050 1,552,265
801,600 1,042,080 1,354,704
510,600 663,780 602,914
287,000 373,100 485,030
100,450 130,585 169,761
645,750 839,475 1,091,318
Subtotal - Basin YD 13,548,384
6
0
655,931
1,370,210
169,761
2,195,902
1,324,073
56,902
107,890
466,440
121,139
973,947
722,222
365,040
108,160
160,888
405,600
554,320
1,047,209
449,912
319,528
385,185
1,666,340
O 0 9,234,794
454,779
606,372
1,628,991
O 0 2,690,142
O a
161,953
128,187
349,222
846,803
1,673,100
1,642,100
654,791
249,495
78,788
140,067
6,126,504
312,515
'0 312,515
1,116,161
1,575,503
572,910
O 0 3,264,573
485,030
169,761
1,091,316
1,746,108
547,136
315,270
227,964
320,120
824,551
155,210
853,281
620,568
421,013
1,693,380
508,014
1,552,265
1,354,704
662,914
10,256,390
842,592
703,294
1,457,625
1,457,625
1,545,885 a
10096
100%
100%
10096
10096
100%
100%
100%
10096
100%
100%
100%
100%
100%
10096
100%
100%
100%
100%
10096
10096
100%
10096
100%
100%
100%
10096
10096
100%
100%
100%
100%
100%
100%
100%
10096
100%
10096
103%
100%
100%
100%
10096
10096
100%
10096
100%
100%
100%
10096
10096
10096
100%
100%
100%
10096
10096
655,931
1,370,210
169,761
2,195,902
6
0
a'
6
1,324,073 0
56,902 0
107,890 0
466,440 0
121,139
973,947 0
722,222 0
365,040 0
108,160 0
160,860 0
405,600 0
554,320 0
1,047,209 0
449,912 0
319,528 0
365,185 0
1,666,340 0
9,234,794 0
161,953
126,187
349,222
848,803
1,673,100
1,842,100
454,779
606,372
654,791
249,495
78,788
140,067
1,628,991
8,816,646
312,515
312,515
1,116,161
1,457,625
1,575,503
572,910
4,722,195
0
0
0
tl
D
0
0
0
0
0
547,138
315,270
227,964
320,120 0
842,592 0
824,551 0
155,210 0
653,281 0
620,568 0
421,013 0
703,294 0
1,693,380 0
508,014 0
1,552,265 0
1,354,704 0
862,914 0
485,030 0
169,761 0
1,091,318 8
13,548,384 0
Table ES.4 Capital Improvement Program
Stormwater Collection System Master Plan
City of Yakima
DRAIT
Itemi
d Cost Estimate
Improv. No TYpe of Detail Sheet
Improv.
Alignment
Limits
Drainage Basin YE
YER12A
YER12B 1
2
YER168
YER16B
YER20
YER22A
YER228
YER24 1
2
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Casing
Drainage Basin YF
YFRO6 Pipe
YFROB Pipe
YFR10A Pipe
YFR10 Pipe
YFR12 Pipe
YFR14 Pipe
YFR16 Pipe
YFR1B 1 Pipe
1 c iry°
3 Pipe
YFR22 Pipe
YFR24 Casino
Drainage Basin YG
YGR04 Pipe
YGR08 Pipe
YGR08 Pipe
YGR10 1 Pipe
2 Using°
YGR12 5 Pipe
2 Pipe
3 Pipe
Drainage Basin YH
YHROB Pipe
YHR10A Pipe
YHR10B 1 Pipe
2 Pipe
YHR1BA Pfpe
YHR18B Pipe
YHR20 Pipe
YHR22A Pipe
YHR22B Pipe
Drainage Basin YI
YIR24A 1 Pipe
2 Casino
YIR26 Pipe
YIR30 Pipe
YIR32 Pipe
YIR36A Plpe
YIR36B Pipe
95842 Pipe
Detail 20
Detail 20
Detail 20
Detail 20
Detail 20
Detail 20
Detail 20
Detail 20
Detail 20
Detail 20
Detail 12
Detail 12
Detail 12
Detail 12
Detail 12
Detail 12
Detail 12
Detail 13
Detail 13
Detail 13
Detail 13
Detail 13
Detail 6,12
Detail 12
Detail 12
Detail 13
Detail 13
Detail 13
Detail 13
Detail 13
Detail 12
Detail 12
Detail 12
Detail 12
Detail 12
Detail12
Detail 12
Detail 12
Detail 12
Detail 5, 6
Detail 5
Detail 6
Detail 6
Detail 6
Detail 6
Detail 6
Detail 6
18th 5t
16th 5t
Nob Hill Blvd
18th 5t
Viola Ave
18th Si
18th 5I
Mead Ave
Mead Ave
Mead Ave
Race 5t
Race 5t
4th 5t
Race St
Race St
Race 5t
Fair Ave
Beech St
1-82 Under Crossing
Chalmers 5t Extension
Race Track at Fairgrounds
1-82 Under Crossing
Fair Ave
Fair Ave
Fair Ave
Spruce St
1-82 Under Crossing
Wal-Mart Property Line
Chalmers 5t
Riverside St
Yakima Ave
2nd 5t
Yakima Ave
Yakima Ave
Yakima Ave
Neches Ave
Yakima Ave
Yakima Ave
1-82 Ramp / Yakima Ave
Willow 5t
BNSF Railway
H 51
1-15t
Fruitvale Canal Alignment
G St Extension
Existing Canal adjacent 1-82
D 5t
From approx 300 ft n/o Central Ave to Nob Hill Blvd
From Dalton Ln to Nob Hill Blvd
From 16th 5t to 18th St
From Nob Hill Blvd to Viola Ave
From 15th St to 16th St
From Viola Ave to away 300 R s/o Simpson Ln
From approx 200 ft s/o Simpson Ln to Mead Ave
From Fab Avg to t81h SL
From 18th 5t to YR W WFP Ponds (Retention Bain 0E51)
Crossing under 1-82
From approx 200 ft w/o 2nd 5t to approx 200 0 w/o 3rd 5t
From approx 200 ft w/o 3rd St to approx 200 ft w/o 4th St
FtWo 00806[36 90 810031.
From approx 200 ft w/o 4th 5t to 4th St
From 4th 5t to Neches 5t
From Nashot St to Fak Ave
From Race 5t to Beech St
From Fair Ave to Chalmers St
Casing under 1-82
From Chalmers St to Gravel Pit Lake (YF51)
From Pacific Ave, around Race Track to 1-82
Crossing under 1-82 to Gravel Pit Lake (YFS1)
From 10th 5t to approx 240 ft 0/01-82 Ramp
From approx 240 ft 9/01-62 Ramp to Chestnut Ave
From Chestnut Ave to Spruce 5t
From Fair Ave to west edge of Wal-Mart Property Line
Casing under I-82
From west boundary of property line south and east to Chalmers St
From south boundary of Wal-Mart to Riverside 5t
From Chalmers 5t to Sarg Hubbard Park Pond (0651)
From 150 ft e/o Front St to 200 ft e/o 1st 5t
From D St to Yakima Ave
From 200 ft e/o 2nd 5t to 2nd 5t
From 2nd 5t to 3rd 5t
From 3rd 5t to Neches Ave
From D 5t to Yakima Ave
From X4c5#NAYe 1091h51
From 9th 5t to 11th 5t
From 11th 5t to Fair Ave
Sram Sth Ave tg Patlraad
Crossing under BNSF Railway
From 81Rtrned W 151st
From 15151 to 7th 5t
From 7th 5t through Boise -Cascade Site to approx 1,000 e/o 8th St
From approx 1,000 ft e/o 8th St to existing canal adjacent 1-82
From G St extension to Retention Basin YIS1
From approx 200 ft e/o 9th 5110 Retention Basin YIS1
Pipeline and Appurtenances Costs
Size Length Cost Based Unit Pipe
On Cost Cost
ma in, f61 01
30 1,060
42 320
42 700
42 1,325
36 910
54 660
60 690
66 2,675
84 1,675
120 300
36 400
48 400
24 2,375
48 200
48 400
54 2,025
54 730
54 1,975
85 300
54 600
30 1,625
57 300
30 2,000
42 1,075
66 490
66 1,500
99 300
72 1,125
72 300
72 600
22 400
36 1,825
30 270
3D 400
48 750
24 1,825
46 1,650
48 710
48 1,200
66 1,400
99 80
66 530
66 2,400
66 1,500
72 850
72 1,325
24 1,200
New
New
New
Replace
New
Replace
Replace
New
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
New
New
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replace
Replarx
Replace
Replace
Replace
Replace
Replace
Replace
Replace
259
287
287
287
276
400
459
519
668
1,660
276
339
207
339
339
400
400
400
1,190
400
259
798
259
287
519
519
1,386
580
580
580
207
276
259
259
339
207
339
339
339
Parallel 519
Parallel 1,386
Parallel 519
Parallel 519
Parallel 519
Parallel 580
Parallel 560
New 207
259,000
91,840
200,900
380,275
251,160
264,000
316,710
1,388,325
1,118,900
504,000
110,400
135,600
491,625
67,800
135,600
810,000
292,000
790,000
357,000
240,000
420,875
239,400
518,000
306,525
254,310
778,500
415,800
652,500
174,000
348,000
82,800
503,700
69,930
103,600
254,250
377,775
559,350
240,690
406,800
726,600
110,880
275,070
1,245,600
778,500
493,000
768,500
248,400
Other
Infrastr.
Costs
151
Bid
Tab
Costs
151
Baseline
Constr.
Cost
Estimated
Constr.
Cost
151
Land
Acquisition
Cost
Capital
Improv.
Cost
259,000
91,840
200,900
380,275
251,160
264,000
316,710
1,388,325
1,116,900
504,000
110,400
135,600
491,625
67,800
135,600
810,000
292,000
790,000
357,000
240,000
420,075
239,400
518,000
308,525
254,310
778,500
415,800
652,500
174,000
346,000
82,800
503,700
69,930
103,600
254,250
377,775
559,350
240,690
406,800
726,600
110,880
275,070
1,245,600
778,500
493,000
768,500
248,400
336,700
119,392
261,170
494,358
326,508
343,200
411,723
1,804,823
1,454,570
655,200
143,520
176,280
639,113
88,140
176,280
1,053,000
379,600
1,027,000
464,100
312,000
547,138
311,220
673,400
401,083
330,603
1,012,050
540,540
848,250
226,200
452,400
107,640
654,810
90,909
134,680
330,525
491,108
727,155
312,897
528,840
944,580
144,144
357,591
1,619,280
1,012,050
640,900
999,050
322,920
Subtotal - Basin YE
Subtotal - Basin YF
Subtotal - Basin YG
437,710
155,210
339,521
642,665
424,460
446,160
535,240
2,346,269
1,890,941
851,760
8,069,936
186,576
229,164
630,846
114,582
229,164
1,368,900
493,480
1,335,100
603,330
405,600
711,279
404,586
6,912,607
875,420
521,407
429,764
1,315,665
702,702
1,102,725
294,060
588,120
5,823,883
139,932
851,253
118,182
175,084
429,683
638,440
945,302
406,766
687,492
Subtotal Basin YH 4,392,133
Subtotal - Basin 91
1,227,954
187,387
464,868
2,105,064
1,315,665
833,170
1,298,765
419,796
7,852,670
Construction Priority
Priority 1
11
Priority 2
1 1
Priority 3 Priority 4
lit
101
0
0
0
1,227,954
187,387
464,868
2,105,064
1,315,665
833,170
1,298,765
7,432,874
2,346,269
1,890,941
851,760
5,088,970
186,576
229,164
830,846
114,562
229,164
1,368,900
493,480
1,335,100
603,330
405,600
711,279
404,586
6,912,607
429,784
1,315,665
702,702
1,102,725
294,060
588,120
4,433,056
945,302
406,766
687,492
2,039,560
642,665
446,160
535,240
1,624,065
0
875,420
521,407
1,396,827
429,663
429,683
437,710
155,210
339,521
424,460
1,356,901
139,932
851,253
118,182
175,084
638,440
1,922,890
419,796
419,796
% Benefit
Existing Future
Users Users
15) 1 4
10096
100%
100%
100%
100%
100%
100%
10096
100%
10076
100%
100%
10096
100%
100%
100%
100%
10096
100%
100%
100%
100%
10096
100%
100%
100%
100%
100%
100%
100%
100%
100%
10096
100%
100%
100%
10096
100%
10096
100%
100%
100%
100%
100%
10096
100%
100%
Cost Sharing
Enlisting
Users
01
Future
Users
151
437,710
155,210
339,521
642,665
424,460
446,160
535,240
2,346,269
1,890,941
851,760
8,069,936
0
186,576
229,164
830,846
114,582
229,164
1,368,900
493,480
1,335,100
603,330
405,600
711,279
404,586
6,912,607
875,420
521,407
429,784
1,315,665
702,702
1,102,725
294,060
588,120
5,929,683
139,932
851,253
118,182
175,084
429,683
638,440
945,302
406,766
667,492
4,392,133
1,227,954
187,387
464,868
2,105,064
1,315,665
833,170
1,298,765
419,796
7,852,670
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
d
0
0
0
0
0
0
0
Table E5.4 Capital Improvement Program
Stormwater Collection System Master Plan
City of Yakima
rr
Improv. No Type of Detail Sheet
Improv.
Alignment
Limits
Itemized Cost Estimate
Pipeline and Appurtenances Costs Other Bid Baseline Estimated Land Capital
Cost Based Unit Pipe Inlrest, Tab Constr. Constr. Acquisition Improv.
Size Length On
Cost Cost Costs Costs Cost Cost Cost Cost
tml 10) 451 151 161 61 91 41 (Si 91
Priority 1
Construction Priority
Priority 2 Priority 3
% Benefit
Priority 4 Existing Future Existing
Users Users Users
Cost Sharing
Future
Users
Drainage Basin YJ
911140 Pipe Detail 4 Epic Administrative Offices From Ca stlevale Rd, south along property line to Retention Basin 0151
YJR41A 1 Pipe Detail 10 Englewood Ave From 26th Ave to 23rd Ave
2 Pipe Detail 11 23rd Ave From Englewood Ave to McKinley Ave
3 Pipe Detail 11 McKinley Ave From 2340Ave102115 Ave
4 Pipe Detail 11 21st Ave From McKinley Ave to driveway approx 350 ft n/o Lincoln Ave
5 Pipe Detail 11 Driveway From 210 Ave to 20th Ave
6 Pipe Detail 11 20th Ave From driveway 350 ft n/o Lincoln Ave to Fruitvale Canal
YJR43 Pipe Detail 5 20th Ave From Ftvltvele6ld CO Jerome Atte
YJR46A Pipe Detail 11 Englewood Ave From 200 ft w/o 21st Ave to 16th Ave
0384BA Pipe Detail 5, 11 Jerome Ave From 20th Ave to 16th Ave
YJR48B Pipe Details 16th Ave From Frultvala Wad le Swan Avr
YJR52A Pipe Detail11 16th Ave From Englewood Ave to Jerome Ave
YJR52C - Pipe Details 16th Ave From Jerome Ave to Swan Ave
7 Pipe Detail5 Swan Ave From 16th Ave to Fruitvale Canal
3 Pipe Detail 5 Fruitvale Canal / Willow From Swan Ave to 200 ft e/o 9th Ave
YJR60A Pipe Detail 5 Willow St From approx 200 ft e/o 9th Ave to 5th Ave
Drainage Basin YK
YKR06 Pipe Detail 10 Lincoln Ave From 40th Ave to 35th Ave
YKROB 1 Pipe Detail 10 Lincoln Ave From 35th Ave to 30th Ave
2 Pipe Detail 10 Lincoln Ave From 30th Ave to Fruitvale Canal / 28th Ave
YKR12 Pipe Detail 10 Cleman Ave / 30th Ave From Summitview Ave to Lincoln Ave
Drainage Basin YM
YMRO6A Pipe Detail 5 River Rd From 1,000 ft e/o 18th Ave to 6th Ave
YMRO6B Pipe Detail 5 6th Ave From River Rd, north 840 ft to property line
YMR16 1 Pipe Detail5 Property Line Flom Wh Ave to Rnleatlon Basin YM51
2 Casing' Detail 5 BNSF Railway Casing under BNSF Railway
3 Pipe Detail 5, 6 Tamarack Rd From Retention Basin 06451 to 10 51
YMR18 Pipe Detail 6 1st St From Tamarack Ave to SR-12OffRamp
YMR19 1 Pipe Detail 1,6 1st St From SR -12 Off Ramp to Rotary Lake under 1-82
2 Using° Detail 1, 6 1-82 Under Crossing Casing under 1-82
Drainage Basin YN
YNR06 1 Pipe Detail 6 R St From 300 ft w/o 3rd 5t to Freeway Lake Rd
2 Pipe Detail 6 Freeway Lake Rd From R 5t, south 510 ft
YNROB Pipe Detail 6 Property Line From Freeway Lake Rd, east 1,525 ft to Retention Basin 8051
Drainage Basin NA
NAR11 Pipe Detail 4 River Rd from Fr uttvale 6411102011Rsr
NAR12 Pipe Detail 4 28th Ave Stam Run 8410 Re8MGan 9-at6+NA51
NAR15A Pipe Detail 4 Driveway to Myron Lake From Fruitvale Blvd to Lake Myron INA52)
NAR15B Pipe Detail 4 40th Ave/5R-120n Ramp From Fruitvale Blvd to Lake Myron (NAS2)
Drainage Basin AC
ACR111 Pipe Detail 24, 25 Ahtanum Rd From 26th Ave to 500 ft w/o 16th Ave
Drainage Basin AD
ADR1Z 1 Pipe Detail22 Fremont Wy From 80th Ave to 76th Ave
2 Pipe Detail 22 76th Ave From Fremont Wy to Washington Ave
ADR21A Pipe Detail 22 72nd Ave From Streif Rd to Washington Ave
ADR21B Pipe Detail22 Washington Ave 7t4m 751h Avet4 72nd AIM
ADR24 Pipe Detail22 Washington Ave From 72nd Ave to 66th Ave
ADR27 Pipe Detail 22 Occidental Rd From approx 200 ft w/o 69th Ave to 64th Ave
ADB30 1 Pipe Detail 15, 22 68th Ave / Property Lines From 72nd Ave to Terry Ave
2 Pipe Detail 15, 22 Terry Ave From 66th Ave to 350 ft w/o 66th Ave
ADR32 1 Pipe Detail 15 67th Ave From Pierce St to Terry Ave
2 Pipe Detail 15 Terry Ave From 67th Ave to 66th Ave
ADR34 Pipe Detail 22 66th Ave From Terry Ave to Washington Ave
ADR35A Pipe Detail 22 64th Ave From Occidental Rd to Washington Ave (A051)
ADR35B Pipe Detail 22 Washington Ave From 66th Ave to 64th Ave (0 D51)
30 1,325 New 259 343,175
36 1,075 Replace 276 296,700
36 670 Replace 276 184,920
36 660 Replace 276 182,160
36 280 Replace 276 77,280
36 330 Replace 276 91,080
36 190 Replace 276 52,440
24 1,325 Replace 207 274,275
30 700 Replace 259 181,300
36 1,325 Replace 276 365,700
18 1,175 Parallel 165 217,375
30 700 Replace 259 181,300
42 170 Replace 287 48,790
42 820 Replace 287 235,340
42 1,100 Replace 287 315,700
42 1,275 Parallel 267 365,925
18 1,625 Replace 185 300,625
24 1,725 Replace 207 357,075
24 580 Replace 207 120,060
18 1,325 New 185 245,125
30 1,600 New 259 414,400
36 840 New 276 231,840
48 670 Replace 339 227,130
78 80 Replan 1,092 87,360
48 1,450 Replace 339 491,550
54 1,250 Replace 400 500,000
60 1,325 Replace 459 608,175
92 300 Replace 1,288 386,400
24 1,325 New 207 274,275
24 510 New 207 105,570
36 1,525 New 276 420,900
18 1,725 Parallel 185 319,125
36 1,375 New 276 379,500
30 870 New 259 225,330
36 790 New 276 218,040
36 3,400 Replace 276 938,400
18 1,150 Replace 165 212,750
18 250 Replace 185 46,250
18 980 New 185 161,300
24 1,600 Parallel 207 331,200
30 1,675 Replace 259 433,825
18 1,975 New 185 365,375
18 1,200 New 185 222,000
18 220 New 185 40,700
30 430 Replace 259 111,370
30 390 Replace 259 101,010
36 1,100 New 276 303,600
30 2,675 Replace 259 692,825
36 920 Replace 276 253,920
343,175
296,700
184,920
182,160
77,280
91,080
52,440
274,275
161,300
365,700
217,375
181,300
48,790
235,340
315,700
365,925
446,128
385,710
240,396
236,808
100,464
118,404
68,172
356,558
235,690
475,410
282,588
235,690
63,427
305,942
410,410
475,703
Subtotal - Basin 91
579,966
501,423
312,515
307,850
130,603
153,925
88,624
463,525
306,397
618,033
367,364
306,397
82,455
397,725
533,533
618,413
5,768,747
300,625 390,813 508,056
357,075 464,198 603,457
120,060 156,078 202,901
245,125 318,663 414,261
Subtotal - Basin 81 1,728,676
414,400 538,720 700,336
231,840 301,392 391,810
227,130 295,269 383,850
87,360 113,568 147,638
491,550 639,015 830,720
500,000 650,000 845,000
608,175 790,628 1,027,816
386,400 502,320 653,016
Subtotal - Basin YM 4,980,185
274,275
105,570
420,900
356,558
137,241
547,170
463,525
178,413
711,321
Subtotal - Basin YN 1,353,259
319,125 414,663 539,321
379,500 493,350 641,355
225,330 292,929 380,808
218,040 283,452 368,488
SstOntal •Rosin MA 1,929,972
938,400 1,219,920 1,585,896
Subtotal - Basin AC 1,585,896
212,750 276,575 359,548
46,250 60,125 78,163
181,300 235,690 306,397
331,200 430,560 559,728
433,825 563,973 733,164
365,375 474,988 617,484
222,000 288,600 375,180
40,700 52,910 68,783
111,370 144,781 188,215
101,010 131,313 170,707
303,600 394,680 513,064
692,825 900,673 1,170,874
253,920 330,096 429,125
Subtotal - Basin AD 5,570,451
Total - Pipelines $164,641,777
579,966
501,423
312,515
307,850
130,603
153,925
88,624
463,525
306,397
618,033
367,364
306,397
82,455
397,725
533,533
616,413
O 0 1,631,746 4,137,002
508,056
603,457
202,901
414,261
1,314,414 0 414,261 0
0
0
845,000
1,027,816
653,016
2,525,832
463,525
178,413
711,321
1,353,259
700,336
391,810
383,850
147,638
830,720
2,454,353
0
539,321
641,355
380,806
368,488
1,009.843 920,129
1,585,896
0 1,585,896
359,548
78,163
306,397
559,728
733,164
617,484
375,180
68,783
188,215
170,707
513,084
1,170,874
429,125
O 0 5,570,451
$10,493,396 $36,516,667 $29,528,094 $88,103,621
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
10096
100%
100%
100%
10096
100%
100%
100%
100%
100%
10096
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
10096
10006
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
100%
579,966
501,423
312,515
307,850
130,603
153,925
88,624
463,525
306,397
618,033
367,364
306,397
82,455
397,725
533,533
618,413
5,768,747
508,056
603,457
202,901
414,261
1,728,676
700,336
391,810
363,850
147,636
830,720
845,000
1,027,816
653,016
4,980,185
463,525
178,413
711,321
1,353,259
539,321
641,355
380,608
368,488
1,929,972
1,585,896
1,585,896
0
0
0
0
0
0
0
0
0
O
0
0
0
359,548 0
78,163 0
306,397 0
559,726 0
733,164 0
617,484 0
375,180 0
68,783 0
188,215
170,707 0
513,084 D
1,170,674 0
429,125 0
5,570,451 0
$164,641,777 $0
Table ES.4 Capital Improvement Program
Stormwater Collection System Master Plan
City of Yakima
DRA FT
Improv. No. Type of Detail Sheet
Improv,
Alignment
Itemized Cost Estimate
Pipeline and Appurtenances Costs
Other Bid
Limits Cost Based Unit Pipe Infrastr. Tab
Size Length On
Cost Cost Costs Costs
lin) Ih) Is) (01
Baseline Estimated Land
Constr Constr Acquisition
Cost Cost Cost
(5) 15) 10)
Capital
Improv,
Cost
Priority 1
Construction Priority
Priority 2
151 151
Priority 3
Benefit
Cost Sharing
Priority 4 Existing Future Existing Future
Users Users Users Users
(S) R -_I VA (6) (sl
Proposed Retention Basin% {►11
ADS1 Basin Detail22,23 Ag Field Northeast corner of 64th Ave and Washington Ave 42 New Basin 65,500 550,200 550,200 715,260 420,000 1,475,838
NAS1 Basin Detail 4 Existing Lake Existing Lake e/o Myron Lake and s/o 5R-12 34 Capacity Expansion 32,750 222,700 222,700 289,510 272,000 729,963
NAS2 Basin Men 4 Myron Lake Existing Myron Lake 22 Capacity Expansion 32,750 144,100 144,100 187,330 176,000 472,329
WA52 Basan Detail 15 West Valley Middle School Soccer Field north of Mead Ave B New Basin 65,500 104,800 104,800 136,240 32000 218,712
WA56 Besln peen 25 WA Department of Game Department of Game office at 24th Ave and Racquet Ln 6 New Basin 65,500 78,603 78,600 102,180 36,000 179,634
WB51 Basin Deta1126, 27 Vacant Lot n/o Valley Mall Blvd and e/o Railroad 74 New Basin 65,500 969,400 969,400 1,260,220 370,000 2,119,286
WD51 Basin Detail 26 Broadway Park Fields in Broadway Park at Cornell Ave and Pierce 5t 54 New Basin 65,500 707,400 707,400 919,620 324,000 1,616,706
WFG51 Basin Detail 25 Private Property n/e corner of 12th Ave and Wide Hollow Creek 158 New Basin 65,500 2,069,800 2,069,1300 2,690,740 1,106,000 4,935,762
WHS1 Basin Detail 17 Emil Kissel Park Emil Kissel Park s/e corner of 32nd Ave and Mead Ave 6 New Basin 65,500 78,600 78,600 102,180 42,000 187,434
WI51 Benin Detei117 Field Vacant Field n/o Wide Hollow Creek at 40th Ave 34 New Basin 65,500 445,400 445,400 579,020 136,000 929,526
W151 Basin Detail 9 Gilbert Park South end of Gilbert Park near Congdon Canal 8 New Basin 65,500 104,800 104,800 136,240 8,000 187,512
W152 Basin Detail 16 Ag Field South of intersection of Arlington St and 56th Ave 6 New Basin 65,500 78,600 76,600 102,180 6,000 140,634
WJS3 Basin Detail 16 Randall Park Use existing duck pond as potential retention location 82 Capacity Expansion 32,750 537,100 537,100 698,230 82,000 1,014,299
WKS1 Basin Detail16 Ag Field Ne111401 elintersect)00 of 618, Aea and Nob norms! 66 New Basin 65,500 864,600 864,600 1,123,980 528,000 2,147,574
WQS1 Basin Detail 14 Ag Field Northeast corner of intersection of Congdon Canal and Wide Hollow Creek 44 New Basin 65,500 576,400 576,400 749,320 88,000 1,01313,516
YBS1 Basin Detail 20 Vacant Lot Land s/o Birchfield Rd and n/o Nob 1)111 Blvd at Yakima River 8 New Basin 65,500 104,800 104,800 136,240 16,000 197,912
YDS1 Basin Detail 12 Railroad yard 1st Ave at Division 5t in the Rail yard 80 New Basin 65,500 1,048,000 1,048,000 1,362,400 640,000 2,603,120
Y131 Basin Detail 20 YRWWTP Ponds Utilize existing ponds at YR WWTP 78 Capacity Expansion 32,750 510,900 510,900 664,170 156,000 1,066,221
YFS1 Basin Dean 13 Buchanan Lake Existing Buchanan Lake 44 Conversion Improv. 65,500 65,500 65,500 85,150 88000 225,095
YGS1 Basin Detail 13 Sarg Hubbard Park Existing Pond in Sarg Hubbard Park 86 Capacity Expansion 32,750 563,300 563,300 732,290 258,000 1,287,377
YI51 Basin Detail 6 Boise -Cascade MITI Site South end of property near 1-82 ramp 196 New Basin 65,500 2,567,600 2,567,600 3,337,800 196,000 4,594,074
Y151 Basin Detail 4,10 Vacant Land Property n/o Powerhouse Rd and e/0 32nd Ave 28 New Basin 65,500 366,800 366,800 476,840 56,000 692,692
YL51 Basin Detail4 Chesterly Park Soccer fields in south portion of property 14 New Basin 65,500 183,400 183,400 238,420 14,000 328,146
YMS1 Basin Detail 5 Vacant Land Property e/o 6th Ave and approx 1,000ft n/o River Rd 24 New Basin 65,500 314,400 314,400 408,720 48,000 593,736
YMS2 Basin Detail Rotary Lake Existing Rotary Lake 34 Converslon Improv. 65,500 65,500 65,500 85,150 68,000 199,095
YN51 Basin Detail 6 Bolse-Cascade Mill Site North end of property near Freeway Lake Rd 18 Nese Basin 65,500 235,800 235,800 306,540 36,000 445,302
1,475,838 10096 1,475,6360
729,963 10096 729,963 t1
472,329 100% 472,329 0
218,712 10096 218,712
179,634 100% 179,634 0
2,119,266 100% 2,119,286 0
1,616,70610096 1,616,706 0
4,935,762 10096 4,935,762 0
187,434 100% 167,434 0
929,526 100% 929,526 0
187,512 100% 187,512
0
0
140,634 100% 140,634
100% 1,014,299 0
2,147,574 100% 2,147,574 0
1,088,516 10036 1,088,516 0
197,912 100% 197,912 0
100% 2,603,120 0
1,066,221 10036 1,066,221 0
10056225,095 0
100% 17 0
100 6 4.594,044 0
692,692 10036 692,692 0
328,146 100% 328,146,28 ,377 61593,736 100% 593,736 0
100% 199,095 0
445,302 100% 445,302 0
1,014,299
2,603,120
225,095
1,287,377
4,594,044
199,095
Total - Retention Basins 529,676,465
$9,923,030 $4,861,389 510,661,274 $4,230,772
$29,676,465 $0
UK Development Areas 'West Valley).
UIC ulc
4,720 New 60,000
283,200,000
283,200,000 368,160,000
478,608,000
478,608,000
100%
478,608,000
Total - UIC Development Areas 5478,608,000
;antral ImpravaNle .:.
Notes:
1 Costs are based on current ENR CCI of 9,341 for September 2012.
2 Baseline construction costs plus 30% to account for unforeseen events and unknown conditions
3 Estimated construction cost plus 30% to cover other costs including: engineering design, project admowsreer.00t0ieeloper and Cay o Oft eonmeusan management and inspector,, and legal costs.
4 Casing size estimated at 20 -inches larger than the outside diameter of storm drain, and prke is estimated at$14/In/I-f. Storm drain assumed reinforced concrete pipe
5 Retention basin depths assumed at 5 h based on depth to groundwater conslderatbre
6. UiC coda y8atrwen$3S19202 and 5100000{pr City sty ff email dated 9/21/2012).
$0
$0 $0 $478,608,000
$0 5478,608,000
City -Wide Total 5672,926,242
$20,416,426 $41,378,056 $40,189,368 5570,942,393 $194,318,242 $478,608,000
0512091
percent project -related costs (engineering design, project administration, construction
management and inspection, and legal costs).
The Capital Improvement Program is further summarized by drainage basin and by construction
priority:
• Priority 1 improvements are estimated at approximately $18.7 million, consisting of $8.7
million for pipeline improvements and $9.9 million for retention basins
• Priority 2 improvements are estimated at approximately $21.4 million, consisting of $16.5
million for pipeline improvements and $4.9 million for retention basins
• Priority 3 improvements are estimated at approximately $37.2 million, consisting of $26.6
million for pipeline improvements and $10.7 million for retention basins
• Priority 4 improvements are estimated at approximately $570.9 million, consisting of $88.1
million for pipeline improvements, $4.2 million for retention basins, and $478.6 million for
UICs. Based on Yakima's currently anticipated annual growth, the construction of the UIC
improvements may well exceed a 50 year planning horizon.
The costs in this Stormwater Collection System Master Plan were calculated using a 20 -City
national average ENR CCI of 9,341, reflecting a date of September 2012. In total, the CIP
includes approximately 54 miles of pipeline improvements, 26 retention basins, and approximately
4,720 UIC facilities that will mitigate stormwater runoff in the West Valley, with a project cost
totaling over $672 million dollars.
DRAFT
April 2013 ES -6 Stormwater Collection
System Master Plan
1
1
1
1
Pr
City of Yakima Stormwater Collection
System Master Plan
• Master Plan Overview
— Permit Compliance
— Infrastructure Needs
— Costs
• Integrated Approach to Plan Implementation
— Sustainability -low impact development
— City Business Plan and Strategic Plan Overlap
— Developing new partnerships
• Education and Outreach
• Separation from old Interlocal Agreement
Will
Ryan Anderson
City of Yakima Wastewater Division
Council Study Session
January 14th 2014
City of Yakima Stormwater Collection System
Master Plan
Permit
Compliance
Photo Creu it: Mar Peterschmidt WA Dept of Ecology
Reduce
Localized
Flooding
New permit issued from Department of Ecology in August 2014
Increased education and outreach
Increased monitoring- use a regional approach of entire Eastern Washington
Grant program focused more and more on Low Impact Development
(Green Infrastructure)
2013 City of Yakima Stormwater Collection System
Master Plan
• $620 million in needs
• over next 20 years
• $ 18.7 million in
Top Priority projects
F $600,000 budgeted to
get started in 2014
•
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PRELIMINARY
Figure ES.2
Drainage Basins
Stormwater Collection System
Master Plan
City of Yakima
Plan identifies Pipe Improvements and Basin
Improvements
• Prioritized areas
with flooding problems
• Prioritized compliance
with future permit needs
Legend
Proposed Improvements t['41 AC
• Retention AP
Existing Basins NA
AA NB
— AB Neches Local
AC WA
_AKEL
WB
HC
PRELIMINARY
WM WP VO YJ Flaotlµvns Streams
WI WO YE YK Streets Rivers
WJ Wit YF YL�.• Highways 5—$) Lakes
Wet 11.1 YA YG YM CD City Luke
vru — YB YH YN ▪ urban Area Boundary
WN YC - YI /A VIC Areas — Ir-gaom Canals
Mae. Jaws, 1 .3011 21111106
as
ewrtor+s oras_ec
Figure 6.5
Proposed Retention
Locations
Stormwater Collection System
Master Plan
City of Yakima
e
Pipe Improvements
some incorporation of County DID
System
s.s.sww wwr r.
L'G
13 vw
rif
PRELIMINARY
Figure ESA
Existing and Proposed
Stormwater System
S+.otmmatr Co:,ecton System
Master Pan
City of Yakima
Integrate Stormwater Program into City of
Yakima Strategic and Business Plans:
• Innovative Solutions for the Built Environment
• Entrepreneurial Partnerships that matter with win-win solutions.
— Synergistic Public Education and Outreach
— Volunteer Opportunities
— Activities that are grant eligible, improve the appearance of the City
and reduce costs in the long run
Trust and Accountability
City Strategic and Business Plans
- Partnership Development -Public Trust and Accountability
- Improve the Built Environment -Public Safety
-Economic Development
•
N First Street
Combine costs of landscaping, bike lane and Street
Improvements with Stormwater Investments
• Grant Eligible
• Lower Maintenance
• Multiple Benefits
• Lowers Costs of Eventually Required
Stormwater Treatment Technology
Existing Corridor
11 1•n. I 11�-1....a - 11 1.1.
1*
BO' ROW
• Section $ 420,000 per 400' block
North of "I" Street (Estimated cost)
14.114,3 .1. 1N• 1 IV M.. T 1r YM
11 i
. r
la Y
la- Imo
11 r•1w..■
▪ E Section
▪ — — .1 South of "1" Street
1001 ROW
$ 500,000 per 400' block
(Estimated cost)
Randall Park
• Improve Drainage and Reduce Localized Flooding
• Stormwater Capital Improvements
and Stream Restoration Grants act
as match for Park Improvement Grants
• Randall Park Committee wants Duck Pond
cleaned up.
Mill Site
Reduce Flood Risk and
volumes
at N 1St Street
Integrate Stormwater
and Landscaping
at upland and
water level features.
•
J
ADP
#,' -arN;.+.,-••••"'
2, Water Surface
Elevation; 1,061.5 ft
(Maximum Flood
Depths 15 ftp
'FGO,A
VIM JP
fes_;447-
44I
•P
i,'1�."
• . t� a
• 6 1 • R
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. .$
-1;j11
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i
•
• Of-
t.
Atmk
FG06
The Present ILA
Costing the City of Yakima an average of $72,413/yr.
Road Block to moving forward with the
Stormwater Master Plan
Minimum Compliance led to permit violation
for all signatories but City of Yakima
If Yakima is in compliance when all other parties
are out of compliance, we don't need to
participate
Photo by Ryan Anderson while visiting Bend, OR
Under the Present ILA
Costing the City of Yakima an average of $72,413/yr.
Yakima County:
Development of "paper infrastructure"
Education and Outreach
City of Yakima- ILA says City responsible for: Over
$2 million/year
Outreach and Education- Yakima Fair Booth
Stormwater System Maintenance
Mapping
Capital Projects
Safety Project
Enforcing Ordinances
Best Management Practices
Underground Injection Control Program
Emergency Response
Street Sweeping
Right of Way Management
Equipment Costs and necessary reserves for the operation of the stormwater utility within the
City Limits
City of Yakima
Yakima County
Union Gap
Sunnyside
70%
15%
5%
10%
• Goals of our program and plans
are different than partners
• ILA is a subsidy for our partners,
not for us
• Separation from the Stormwater
ILA will save the City Stormwater
program between $40,000 and
$72,000 per year
• City of Yakima should separate
from the ILA with Yakima County
City of Yakima Stormwater Operating Expenditures for 2013 '2,087,622 — this includes capital transfer to fund
442, salaries and benefits, repayment to Wastewater, in -lieu tax, fleets and other internal transfers for services,
utilities, fuel, Yakima County billing, Yakima County Administration costs, etc. There are 9.225 FTEs assigned to
the City's Stormwater Program. THESE are the costs associated with population and pavement size
Outreach Education and Permit Compliance
• Work with partners that benefit from Clean Water and Outdoor
Tourism to promote the value of clean water
— Fishing guides
— Rafting Companies
— Wine/Beer Tourism
— Hiking/Open Space etc ...
— Outdoor retailers
— Yakima Fly Fishers
— Audubon
Benefits local partners and promotes Yakima while meeting goals
of permit to educate the general public and professionals.
Yakima Integrated Approach To Stormwater
•Separate from County, Sunnyside, Union Gap ILA
•Form Innovative Partnerships that are mutually beneficial
•Synergy with existing initiatives -staying consistent with
City Business and Strategic Plans