Applicant/Subrecipient:
Site/Activity Title:
Eligible Activity:
Materials/Facilities/Services $/Unit Unit Quantity Construction Acquisition Total
Water Well 850,000.00$ EA 1 850,000.00$ 850,000.00$
Well Control Panel / Electrical 50,000.00$ LS 1 50,000.00$ 50,000.00$
Elevated Platform 50,000.00$ EA 1 50,000.00$ 50,000.00$
12" Transfer Pipeline 100.00$ LF 700 70,000.00$ 70,000.00$
Pipeline Fittings 20,000.00$ LS 1 20,000.00$ 20,000.00$
Main Electrical Disconnect and Wiring Replacement 100,000.00$ LS 1 100,000.00$ 100,000.00$
Pipeline Connection to GSR 20,000.00$ LS 1 20,000.00$ 20,000.00$
Painting 10,000.00$ LS 1 10,000.00$ 10,000.00$
Existing Tank Demolition 100,000.00$ LS 1 100,000.00$ 100,000.00$
Proposed 500,000 Gallon Tank 1,950,000.00$ LS 1 1,950,000.00$ 1,950,000.00$
Site Fence 20,000.00$ LS 1 20,000.00$ 20,000.00$
Gravel Road 30,000.00$ LS 1 30,000.00$ 30,000.00$
Tank Piping Extension 30,000.00$ LS 1 30,000.00$ 30,000.00$
Tank Electrical Supply 40,000.00$ LS 1 40,000.00$ 40,000.00$
Tank Property Acquisition 10,000.00$ LS 1 10,000.00$ 10,000.00$
8" Water Main 70.00$ LF 4900 343,000.00$ 343,000.00$
8" Water Main RR Bore with Casing 350.00$ LF 150 52,500.00$ 52,500.00$
8" In‐Line Valves 1,200.00$ EA 13 15,600.00$ 15,600.00$
Fire Hydrants 6,000.00$ EA 12 72,000.00$ 72,000.00$
3/4" Service Connections 2,500.00$ EA 13 32,500.00$ 32,500.00$
2" Service Connections 3,500.00$ EA 3 10,500.00$ 10,500.00$
4" Service Connections 4,000.00$ EA 3 12,000.00$ 12,000.00$
Asphalt Pavement Repair 25.00$ LF 450 11,250.00$ 11,250.00$
Concrete Pavement Repair 50.00$ LF 1650 82,500.00$ 82,500.00$
Main Line Fittings 7,000.00$ EA 3 21,000.00$ 21,000.00$
Traffic Control 20,000.00$ LS 1 20,000.00$ 20,000.00$
Silt Fence 2,800.00$ LF 4 11,200.00$ 11,200.00$
TOTAL 4,024,050.00$ 10,000.00$ 4,034,050.00$
Date:Phone Number:
CDBG‐MIT: Budget Justification of Retail Costs
(Former Table 2)
Cost Verification Controls must be in place to assure that construction costs are reasonable and consistent with market costs at the time and place of
construction.
Seal
Signature of Registered Engineer/Architect
Responsible For Budget Justification:
Yoakum, Texas
All Sites
Water System Improvements
Applicant/Subrecipient:
Site/Activity Title:
Eligible Activity:
Materials/Facilities/Services $/Unit Unit Quantity Construction Acquisition Total
Existing Tank Demolition 100,000.00$ LS 1 100,000.00$ ‐$ 100,000.00$
Proposed 500,000 Gallon Tank 1,950,000.00$ LS 1 1,950,000.00$ ‐$ 1,950,000.00$
Site Fence 20,000.00$ LS 1 20,000.00$ ‐$ 20,000.00$
Gravel Road 10,000.00$ LS 1 10,000.00$ ‐$ 10,000.00$
Tank Piping Extension 30,000.00$ LS 1 30,000.00$ ‐$ 30,000.00$
Tank Electrical Supply 40,000.00$ LS 1 40,000.00$ ‐$ 40,000.00$
Tank Property Acquisition 10,000.00$ LS 1 10,000.00$ 10,000.00$
8" Water Main 70.00$ LF 4900 343,000.00$ ‐$ 343,000.00$
8" Water Main RR Bore with Casing 350.00$ LF 150 52,500.00$ ‐$ 52,500.00$
8" In‐Line Valves 1,200.00$ EA 13 15,600.00$ ‐$ 15,600.00$
Fire Hydrants 6,000.00$ EA 12 72,000.00$ ‐$ 72,000.00$
3/4" Service Connections 2,500.00$ EA 13 32,500.00$ ‐$ 32,500.00$
2" Service Connections 3,500.00$ EA 3 10,500.00$ ‐$ 10,500.00$
4" Service Connections 4,000.00$ EA 3 12,000.00$ ‐$ 12,000.00$
Asphalt Pavement Repair 25.00$ LF 450 11,250.00$ ‐$ 11,250.00$
Concrete Pavement Repair 50.00$ LF 1650 82,500.00$ ‐$ 82,500.00$
Main Line Fittings 7,000.00$ EA 3 21,000.00$ ‐$ 21,000.00$
Traffic Control 20,000.00$ LS 1 20,000.00$ ‐$ 20,000.00$
Silt Fence 2,800.00$ LF 4 11,200.00$ ‐$ 11,200.00$
TOTAL 2,207,495.00$ 2,834,050.00$ 10,000.00$ 2,844,050.00$
Date:Phone Number:
CDBG‐MIT: Budget Justification of Retail Costs
(Former Table 2)
Cost Verification Controls must be in place to assure that construction costs are reasonable and consistent with market costs at the time and place of
construction.
1. Identify and explain the annual projected operation and maintenance costs associated with the proposed activities.
2. Identify and explain any special engineering activities.
Seal
Signature of Registered Engineer/Architect
Responsible For Budget Justification:
Yoakum, Texas
Water System Improvements
Yoakum Elevated Storage Tank Replacement and Water Main
Applican
t/Su
brecipient:
Site/A
ctivity Title:
Eligible Activity:
Materials/Facilities/Se
rvices
$/U
nit
Unit
Quan
tity
Construction
Acquisition
Total
Water W
ell
850,000.00
$
EA1
850,000.00
$
‐$
850,000.00
$
Well C
ontrol Pan
el / Electrical
50,000.00
$
LS1
50,000.00
$
‐$
50,000.00
$
Elevated
Platform
50,000.00
$
EA1
50,000.00
$
‐$
50,000.00
$
12" Tran
sfer Pipeline
100.00
$
LF700
70,000.00
$
‐$
70,000.00
$
Pipeline Fittings
20,000.00
$
LS1
20,000.00
$
‐$
20,000.00
$
Main Electrical D
isconnect an
d W
iring
Rep
lacemen
t100,000.00
$
LS1
100,000.00
$
‐$
100,000.00
$
Pipeline Connection to GSR
20,000.00
$
LS1
20,000.00
$
‐$
20,000.00
$
Gravel R
oad
20,000.00
$
LS1
20,000.00
$
‐$
20,000.00
$
Painting
10,000.00
$
LS1
10,000.00
$
‐$
10,000.00
$
TOTA
L1,190,000.00
$
‐$
1,190,000.00
$
Date:
Phone Number:
CDBG‐M
IT: Budge
t Justification of Retail Costs
(Form
er Ta
ble 2)
Cost Verification Controls m
ust be in place to assure that construction costs are reasonab
le and consisten
t with m
arket costs at the time an
d place of
construction.
1. Identify and exp
lain the annual projected operation and m
aintenan
ce costs associated with the proposed activities.
2. Identify and exp
lain any special engineering activities.
Seal
Sign
ature of Registered Engineer/Architect Responsible
For Budge
t Justification:
Yoakum, Texas
Water System Im
provemen
ts
Brushy Creek W
ater W
ell
LAT:
N29
.173
22LO
NG:
W97
.085
84
PRO
POSE
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ATER
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LAT:
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NG:
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NO
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BARE HAGAN
MATHEW
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S.SOUTH
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BOYLE
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NELSON
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WALTER
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CARL RAMERT DRIVE
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HIGH
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A
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IBIT
1C
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OF
YO
AK
UM
, TEX
AS
GLO
MIT
GR
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NW
ATE
R S
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ITE
PLA
N
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EN
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PR
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8" W
AT
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D W
ATER
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ANK
LAT:
N29
.163
85LO
NG:
W97
.093
74
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S, IN
C.
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IBIT
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ITY
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ATE
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LAT:
N29
.173
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NG:
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.085
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SED
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ATER
PIP
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PRO
POSE
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EDGAR
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MATHEW
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TRIBBLE
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TH
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EN
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S, IN
C.
EXH
IBIT
3C
ITY
OF
YO
AK
UM
, TEX
AS
GLO
MIT
GR
AN
T A
PPLI
CA
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NW
ATE
R S
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PRO
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ENTS
ELEV
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AN
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TER
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PR
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AT
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IP
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AL T
AN
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AK
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IT
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For purposes of Mitigation application and implementation, the Project provided represents the overall Mitigation need being met.
Mitigation Need Identification Description
Hazard, Risk Description ‐ Describe how the risk(s) selected (Flooding,
Hurricanes/Tropical Storms) are impacting the proposed project area.
Reference where adopted local mitigation efforts are planned or
underway where appropriate.
Portions of the City’s potable water system has outlived its useful life, with
water mains and other facilities dating back to the early 1900’s. The proposed
project would address these facilities including replacement of the existing
Yoakum Elevated Water Storage Tank that was constructed in 1931,
replacement of water mains that date back to the early 1900’s, and
replacement of a water well.
Hazard Mitigation Actions ‐ Describe how the proposed project will
mitigate against the identified lists. Reference where adopted local
mitigation efforts are being enhanced where appropriate.
If constructed, these new facilities would enhance the City’s water supply,
storage, flow and pressure by providing increased elevated storage capacity,
increased water transportation by replacing very old mains that have reduced
flow/pressure due to pipe tuberculation, increased water production by the
construction of a new well, and minimize future maintenance needs.
Elevated Storage Tank Replcement
The proposed elevated storage tank will have a capacity of 500,000 gallons
and be located adjacent to the existing tank. When the new tank is complete,
the proposed water mains will be routed to feed into the new tank and the
existing tank will be demolished, removed from the site and properly disposed
of. The City will be required to purchase approximately one (1) acre for the
new tank site, which will be contiguous with the existing site.
Water Main Replacement
As shown on the project map, an 8” water main extends South from the
Yoakum Elevated Tank to the railroad, crosses under the railroad on
Waco/Price streets and terminates at the intersection of Price and Shrimsher
Streets. The existing main is constructed of asbestos/cement (constructed in
1950’s‐1960’s) and cast iron (constructed in early 1900’s), and thus has far
outlived its anticipated useful life.
The age of the existing system is causing excessive leaks that could equate to
low pressure within the system. Undoubtedly, there is significant calcification
and tuberculation (rust deposits in the cast iron pipe) that can cause restricted
flow and pressure. The proposed project would alleviate these issues.
Provide a Project Summary:Summary must identify each Activity and Site required for successful
mitigation, and identify the risk being mitigated.
Proposed Water Well Project
This project consists of the construction of a new well in the same vicinity as the
Brushy Creek water Well to work in conjunction to provide increased water production
capacity. The proposed well would have an estimated capacity of 1,000 gallons/minute
(GPM), equating to a system‐wide capacity increase of ____ percent. The proposed
well would be located approximately 500 feet from the Brushy Creek Plant ground
storage tank. The well would discharge into the storage tank through a 12” diameter
transfer pipeline.
Elevated Storage Tank Replacement
1. The existing tank exterior paint coating contains lead paint that has been
encapsulated with multiple coatings. The new tank will not have lead paint and the
existing tank will be removed from the site in a manner to prevent lead deposits onto
the ground.
2. The proposed tank will be of the “composite” design, which consists of a single
concrete column (as opposed to multiple legs) that supports the steel tank bowl. This
style of tank minimizes the amount of surface area required for future painting and
reduces the risk of paint overspray onto adjacent properties.
3. The increase of tank capacity, from 250,000 gallons to 500,000 gallons, will provide
the City with enhance fire flow protection by increasing the available elevated storage
volume, estimated at 3.5 additional hours of fire flow capacity.
4. Because the existing tank has multiple legs, there are numerous horizontal steel
members or struts needed for the stabilization of the legs. The City has had issues with
large birds roosting on the support members to extended periods, causing
environmental concerns. The composite design will not require horizontal supports,
thus this issue will be alleviated with the construction on the new tank.
Water Main Replacement
Construction would consist of direct burial of the pipeline with the exception of that
portion that crosses the Union Pacific Railroad (UPRR), which will require boring (jack
and bore) under the railroad right‐of‐way with a steel encasement pipe and insertion of
the PVC main within the casing pipe. Acquisition of a permit from UPRR will be
required. Improvements for the water main would include related facilities such as fire
hydrants, customer service connections and in‐line isolation valves.
Is proposed project in Local plan? If it is, provide a copy and it must include page number of proposed project,
month/year was adopted, council/commissioner's court adoption in minutes.
Will need to upload.