DWQ-2024-003265

Design Report Capital Facilities Plan
Brian Head Town February 2023

i

Table of Contents
Table of Contents ............................................................................................................................... i
List of Tables ..................................................................................................................................... iii
Part I. Executive Summary .............................................................................................................1
Part II. Introduction ........................................................................................................................2
A. Location ............................................................................................................................................. 2
B. Demographics ................................................................................................................................... 2
C. Existing Facilities Overview ............................................................................................................... 4
i. Water System ............................................................................................................................... 4
ii. Sanitary Sewer .............................................................................................................................. 5
iii. Utilities by Others ......................................................................................................................... 5
D. Brian Head Resort ............................................................................................................................. 5
Part III. Water System Capital Facilities Plan .................................................................................6
A. Regulatory Requirements ................................................................................................................. 6
i. Utah Division of Drinking Water ................................................................................................... 6
ii. International Fire Code ................................................................................................................. 7
iii. Water Rights ................................................................................................................................. 8
B. Water Usage...................................................................................................................................... 9
i. Current Metering .......................................................................................................................... 9
ii. Outdoor Usage from Culinary System ........................................................................................ 10
iii. Snow Making from Culinary System ........................................................................................... 10
C. Water Rights ................................................................................................................................... 11
i. Municipal Use Water Rights ....................................................................................................... 11
ii. Brian Head Resort Water Rights ................................................................................................. 12
iii. Brian Head Town Water Rights Leased to Parowan Valley ........................................................ 13
iv. Future Water Rights Needs ........................................................................................................ 14
D. Water Source .................................................................................................................................. 15
i. Current Water Sources ............................................................................................................... 15
ii. Brian Head Resort ....................................................................................................................... 17
iii. Future Source Needs .................................................................................................................. 17
iv. Recommendations ...................................................................................................................... 17
E. Storage Capacity ............................................................................................................................. 18
i. Existing Storage Tanks ................................................................................................................ 18
ii. Future Storage Needs ................................................................................................................. 19
iii. Recommendations ...................................................................................................................... 19
F. Distribution System ......................................................................................................................... 19
i. Existing Distribution System ....................................................................................................... 19
ii. Hydraulic Analysis of Water System ........................................................................................... 19
iii. Water Distribution in New Development ................................................................................... 20

ii

iv. Future Distribution Needs .......................................................................................................... 20
v. Recommendations ...................................................................................................................... 20
G. Proposed Annexation ...................................................................................................................... 20
Part IV. Sanitary Sewer Capital Facilities Plan ............................................................................. 21
A. Regulatory Requirements ............................................................................................................... 21
i. Utah Division of Environmental Quality ..................................................................................... 21
B. Metered Usage................................................................................................................................ 21
i. Daily Flows .................................................................................................................................. 22
ii. Maximum Flows .......................................................................................................................... 25
C. Collection System ............................................................................................................................ 26
i. Recommendations ...................................................................................................................... 28
D. Treatment ....................................................................................................................................... 28
i. Recommendations ...................................................................................................................... 30
Appendix A. Figures
1. Culinary Water System
2A. Sanitary Sewer System
2B. Canyon Sanitary Sewer System
Appendix B. Cost Estimates
Project Cost Estimates
Appendix C. Readings
A. Water Meter Readings
B. Sanitary Sewer Flows
Appendix D. Water Right Information
A. Brian Head Town Municipal Use Water Rights - Wells
B. Brian Head Town Municipal Use Water Rights Leased from Reservoir Company – Springs
C. Brian Head Town Snow Making Water Rights
D. Brian Head Town Water Rights Being Leased to Parowan Valley (Heil Water Right)
Appendix E. Model Reports
A. SewerGEMS Reports
B. FlowMaster Reports
Appendix F. Model Reports
A. Aspen Meadows Water Demands
B. Aspen Meadows Sewage Generation

iii

List of Tables
Table 1: Identified Capital Facilities Projects by Project Type .................................................................... 1
Table 2: Projected Metered Residential Units – Brian Head, Utah ............................................................ 3
Table 3: Projected Metered Residential Units Based on Recent Growth Rate .......................................... 4
Table 4: Regulatory Water Quantity Requirements ................................................................................... 8
Table 5: Monthly Water Usage for 2019 and 2020 ..................................................................................... 9
Table 6: Comparison of Regulatory Requirements and Metered Use per ERC ........................................ 10
Table 7: Brian Head Resort Water Usage for 2017, 2019 and 2020 ......................................................... 11
Table 8: Brian Head Town Municipal Use Water Rights ........................................................................... 12
Table 9: Brian Head Town Snow Making Water Rights ............................................................................ 13
Table 10: Brian Head Town Water Rights Leased to Parowan Valley ...................................................... 13
Table 11: Brian Head Water Sources ......................................................................................................... 16
Table 12: Tank Storage Capacity ................................................................................................................ 18
Table 13: Peak Instantaneous Flow Requirements ................................................................................... 19
Table 14: Monthly Wastewater Flows for 2021 ........................................................................................ 22
Table 15: Brian Head/Parowan City Sewer Totals - Yearly ....................................................................... 22
Table 16: Projected sewer Connections – Brian Head, Utah .................................................................... 23
Table 17: Projected Sewer Connections Based on Recent Growth Rate .................................................. 24
Table 18: Average Daily Flows per Connection ......................................................................................... 24
Table 19: Full Buildout Flows ..................................................................................................................... 25
Table 20: Highest Daily Total ..................................................................................................................... 25
Table 21: Highest Maximum Flows ............................................................................................................ 26
Table 22: HWY 143 Full Flow Capacity ....................................................................................................... 27
Table 23: HWY 143 Replacement Timeline ............................................................................................... 27
Table 24: 2021 Monthly Lagoon Total Capacity Used ............................................................................... 29
Table 25: Yearly Lagoon Total Capacity Used ............................................................................................ 29

1

Part I. Executive Summary
Brian Head Town, Utah, desires to provide adequate high-quality public facilities for its residents
and visitors. The Town has enjoyed relatively slow growth for several decades and has a ‘small
mountain and ski community’ atmosphere with very limited commercial development. During
the winter months, Brian Head becomes a high-volume ski resort.
However, popularity of Iron County as a residential and commercial location has surged in the
past few years. The County is noted as one of the fastest growing areas in the state, while Brian
Head Town has been on the edge of most of the recent residential and commercial development
in the county. Additionally, recent upsurge in visitation to the area’s National Parks and
Monuments and Brian Head Resort have resulted in increased volumes of traffic on SR-143 and
additional non-resident use of the town’s facilities.
Town officials are working proactively to provide culinary water and sewer systems and facilities
to meet the needs of the anticipated population increases. The Town additionally provides water
to the ski resort for snow making.
The Town has identified nine culinary water projects, totaling approximately $7,064,484, and
sewer project totaling approximately $5,715,649, to be constructed within the next 10 years:
Table 1: Identified Capital Facilities Projects by Project Type
Project Type 0 to 5 Year Construction 6 to 10 Year Construction
Culinary Water Projects $4,344,635 $2,719,849
Sanitary Sewer Projects $1,377,108 $4,338,541
Total $5,721,743 $7,058,390

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Part II. Introduction
A. Location
Brian Head Town is located about 12 miles east of Cedar City and 10 miles south of Parowan. It
lies in a valley along Parowan Creek surrounded by Dixie National Forest. Being a mountain
community, the elevation of the Town varies significantly. The elevation ranges from 9,800 feet
on the north end, 10,625 feet on the east end, 10,245 feet on the west end, and 10,415 feet at
south end. State Highway 143 runs through the center of town. This highway is used by tourists
to access Cedar Breaks, Brian Head Resort and recreation areas throughout the area.
Brian Head is located in the western reaches of the Colorado Plateau and has a typical “high
altitude” climate. Summers are mild, with daytime temperatures reaching 75 degrees and
nighttime temperatures around 50 degrees. Winters can be severe, with nighttime temperatures
averaging about 13 degrees and daytime temperatures in the 30’s. Brian Head averages 360
inches of snow per year.
B. Demographics
The Kem C. Gardner Policy Institute at the University of Utah prepares demographic projections
for the State of Utah. Its data estimates the average annual growth rate in Iron County since the
year 2010 has been about 1.99% with an estimated total growth of 23.1% from 2010. While the
Institute projects growth rates for Iron County to slow over the next several decades, it is still
expected to see growth rates per decade of 19.4% from 2015-2025, 12.4% from 2025-2035, 9.9%
for 2035-2045, 9% for 2045-2055, and 9.3% for 2055-20651. The projected population for the
Brian Head Town was determined using these Iron County growth rates. Population data is
included in Table 2.
It should be noted that there are no specific long-term population projections for Brian Head, and
that the Town comprises only a small portion of Iron County’s population. Future growth rates in
the Town can vary significantly from the larger county-wide growth rate.
Since revenues for public facilities (water, sewer, garbage, impact fees, etc.) are normally
collected based on residences rather than population, it is needful to estimate the number of
residences that will exist in the Town. Since Brian Head has very few permanent residential users
on its water system, the most accurate way to estimate the number of residences at any time is

1 Data source: 2017 Research Brief prepared by the University of Utah, Kem C. Gardner Policy Institute

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to compare the number of water meters to the population to determine an estimated number of
persons per residence. Table 2 indicates the projected metered units for the Town.
Table 2: Projected Metered Residential Units – Brian Head, Utah
YEAR METERED UNITS ANNUAL UNIT
CHANGE
AVERAGE ANNUAL
PERCENT CHANGE
Ac
t
u
a
l

G
r
o
w
t
h

2010 1,306 - -
2011 1,310 4 0.31%
2012 1,311 1 0.08%
2013 1,311 0 0.00%
2014 1,314 3 0.23%
2015 1,319 5 0.38%
2016 1,323 4 0.30%
2017 1,329 6 0.45%
2018 1,338 9 0.68%
2019 1,343 4 0.29%
2020 1,348 5 0.37%
2021 1,351 3 0.22%
Pr
o
j
e
c
t
e
d

G
r
o
w
t
h

(1
)

(
2
)

2022 1,375 24 1.80%
2023 1,399 23 1.70%
2024 1,421 22 1.60%
2025 1,442 21 1.50%
2030 1,536 19 1.30%
2035 1,627 17 1.18%
2040 1,713 16 1.06%
2045 1,792 15 0.92%
2050 1,872 15 0.90%
2055 1,957 16 0.90%
2060 2,045 17 0.90%
2065 2,137 18 0.90%
Notes:
(1) Data beyond 2021 was estimated based on projected growth rates for Iron County.
(2) Data beyond 2025 is shown in five-year increments.

4

Table 3: Projected Metered Residential Units Based on Recent Growth Rate
YEAR METERED UNITS* ANNUAL UNIT
CHANGE
AVERAGE ANNUAL
PERCENT CHANGE
Ac
t
u
a
l

G
r
o
w
t
h

2010 1,306 - -
2011 1,310 4 0.31%
2012 1,311 1 0.08%
2013 1,311 0 0.00%
2014 1,314 3 0.23%
2015 1,319 5 0.38%
2016 1,323 4 0.30%
2017 1,329 6 0.45%
2018 1,338 9 0.68%
2019 1,343 4 0.29%
2020 1,348 5 0.37%
2021 1,351 3 0.22%
Pr
o
j
e
c
t
e
d

G
r
o
w
t
h

(1
)

(
2
)

2022 1,355 4 0.31%
2023 1,359 4 0.31%
2024 1,364 4 0.31%
2025 1,368 4 0.31%
2030 1,389 4 0.31%
2035 1,411 4 0.31%
2040 1,432 4 0.31%
2045 1,455 4 0.31%
2050 1,477 4 0.31%
2055 1,500 5 0.31%
2060 1,523 5 0.31%
2065 1,547 5 0.31%
Notes:
(1) Data beyond 2021 was estimated based on the average growth rate from Brian Head Town
from 2010 to 2020. The average growth for the decade was 0.31% per year.
(2) Data beyond 2025 is shown in five-year increments.
C. Existing Facilities Overview
i. Water System
Brian Head has high quality water available from multiple springs and wells. The water from
both the springs and wells is used for culinary water and snow making for Brian Head Resort.
The town water system consists of 4 tanks, approximately 24 miles of pipeline, 200 fire
hydrants, and 350 water meters. The town installed a chlorination system in 2020.

5

The existing water system is shown on Figure 1, Appendix A.
ii. Sanitary Sewer
The Town maintains 46,550 lineal feet, or 8.8 miles of sanitary sewer with approximately 247
sewer manholes in town limits. Brian Head Town also maintains approximately 36,355 lineal
feet (6.9 miles) of sanitary sewer and 105 sewer manholes that run along Highway 143 from
the sewer grinders to Second Left Hand Canyon. The sanitary sewer then runs through the
Parowan City sanitary sewer system to the Parowan City Wastewater Treatment Facility.
The existing sanitary sewer system will be shown on Figures 2A and 2B, Appendix A.
iii. Utilities by Others
Power is provided by Rocky Mountain Power, a private utility.
Natural gas is provided by Dominion Energy, a private utility.
Communication services are provided by various private companies.
D. Brian Head Resort
Brian Head Resort is the Town’s primary economic base and has been in operation since the
winter of 1964-1965. It covers over 650 acres on both private land and National Forest land. There
are 71 different runs on the mountain with eight chair lifts. Brian Head Resort draws the majority
of its crowd during the winter months but continues to draw a large number of tourists and
recreationist during the summer months.

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Part III. Water System Capital Facilities Plan
A. Regulatory Requirements
i. Utah Division of Drinking Water
The State of Utah Rules for Public Drinking Water Systems contains Minimum Sizing
Requirements under Section R309-510 that are used to determine the required capacity of
Brian Head’s culinary water system. The system must meet the following three criteria:
(1) R309-510-7 Source Sizing
• The system’s source capacity shall be able to provide the Peak Day Demand of 800
gallons per day (gpd) for each residential connection or equivalent residential
connection (ERC) for indoor water use.
• The system’s source capacity shall be able to provide the Peak Day Demand of 2.26
gallons per minute for each irrigated acre for outdoor water use.
• The system’s source capacity shall also be able to provide the Average Yearly Demand
of 146,000 gallons for each residential connection or equivalent residential
connection for indoor water use, which is an average of 400 gpd/ERC.
• The system’s source capacity shall also be able to provide the Average Yearly Demand
of 1.17-acre feet of water for each irrigated acre for outdoor use, which is an average
of 1,790 gpd/acre based on 213 days of irrigation.
(2) R309-510-8 Storage Sizing
• The system’s storage capacity shall provide storage volume to meet the Average Day
Demand for water for indoor use (400 gallons/ERC) and for irrigation use (1,782
gallons/acre).
• The system storage capacity shall provide additional storage volume for fire
suppression as required by the local fire code (180,000 gallons, see below).

7

(3) R309-510-9 Distribution System Sizing
• The distribution system shall be adequate to provide Peak Instantaneous Demand for
indoor water use. For complex water systems, hydraulic modeling may be used to
analyze the pipe network using a peaking factor for Peak Instantaneous Demand.
Typical peaking factor is 2 times the Peak Day Demand for each ERC.
For a single pipeline, such as a transmission pipeline, the Peak Instantaneous Demand
shall be based on the formula:
Q = 10.8 x N0.64
Where N equals the number of ERC’s and Q equals the total flow (gpm)
• The distribution system shall also be adequate to provide Peak Instantaneous
Demand of 4.52 gpm for each irrigated acre for outdoor water use.
• The minimum pressure within the distribution system shall be (R309-105-9):
20 psi during Fire Demand simultaneous with Peak Day Demand
30 psi during Peak Instantaneous Demand
40 psi during Peak Day Demand
R309-510-5 Reduction of Sizing Requirements permits water systems to use lower quantity
values based on acceptable use data.
ii. International Fire Code
The 2012 International Fire Code, Appendix B, contains quantity requirements for minimum
fire flow and flow duration for One- and Two-Family Dwellings and dwellings more than 3,600
square feet. The requirements in the code will affect the water storage and distribution
system requirements. The Code requires storage capacity for a 2-hour fire flow of 1,000 gpm
for a one-to-two dwelling home, which amounts to 120,000 gallons, and a 2-hour fire flow of
1,500 gpm for a building over 3,600 square feet, which amounts to 180,000 gallons. Since the
Town has buildings with over 3,600 square feet, the Town should have at least 180,000 gallons
of storage capacity for fire protection.

8

iii. Water Rights
All waters within the State of Utah are declared property of the public, and rights to
appropriate and use water are regulated by the Utah Division of Water Rights under Utah
Code Title 73. Rights equaling the Average Annual Flow must be secured for use in the water
system.
Table 4 summarizes the regulatory requirements referenced above.
Table 4: Regulatory Water Quantity Requirements
WATER SYSTEM INDOOR USE OUTDOOR USE FIRE FLOW
REQUIREMENT
Water Right 0.448 acre-feet/year
per ERC
(400 gallons/day)
1.17 Acre-feet/Year
per Irrigated Acre
none
Water Source 800 gallons/day
per ERC
2.26 gallons/minute
per Irrigated Acre
none
Water Storage 400 gallons
per ERC
1,782 gallons
per Irrigated Acre
180,000 gallons(2)
Distribution 1.11 gallons/ minute
per ERC
(2 x 800 gallons/day)
Single Pipe 10.8*N0.64
4.52 gallons/minute
per Irrigated Acre
1,500 gallons/minute
minimum(1)
Notes:
(1) Required Fire Flow for one-two dwelling home greater than 3,600 square feet at fire hydrant
(2) Required 2-hour storage at fire flow of 1,500 gallons per minute
ERC = Equivalent Residential Connection.
N = Number of Equivalent Residential Connections.

9

B. Water Usage
i. Current Metering
Table 5 shows water usage by month during 2019 and 2020 based on meter readings.
Table 5: Monthly Water Usage for 2019 and 2020
YEAR/
MONTH
MONTHLY
USAGE (GAL)
MONTHLY
USAGE (ACRE-
FT)
GALLONS PER
DAY
GALLONS PER
DAY PER ERC
2019
JAN 10,806,295 33.16 348,590 49.44
FEB 7,406,750 22.73 264,527 49.55
MAR 10,909,362 33.48 351,915 36.75
APR 1,752,547 5.38 58,418 13.30
MAY 1,333,386 4.09 43,012 17.84
JUN 1,442,583 4.43 48,086 27.94
JUL 3,320,189 10.19 107,103 34.19
AUG 11,352,000 34.84 366,194 73.49
SEP 6,699,976 20.56 223,333 349.47
OCT 13,996,212 42.95 451,491 205.68
NOV 35,124,541 107.79 1,170,818 657.03
DEC 12,081,090 37.07 389,713 591.45
2019 Totals 116,224,931 356.67
Average 9,685,411 29.72 318,600 236.35
2020
JAN 2,066,042 6.34 66,647 49.33
FEB 1,870,371 5.74 66,799 47.74
MAR 1,535,809 4.71 49,542 36.67
APR 537,766 1.65 17,926 13.27
MAY 745,674 2.29 24,054 17.80
JUN 1,129,806 3.47 37,660 27.88
JUL 1,428,816 4.38 46,091 34.12
AUG 3,070,918 9.42 99,062 73.32
SEP 14,132,548 43.37 471,085 348.69
OCT 8,595,073 26.38 277,260 205.23
NOV 26,570,255 81.54 885,675 655.57
DEC 24,715,493 75.84 797,274 590.14
2020 Totals 86,398,571 265.13
Average 7,199,881 22.09 236,590 175.12

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Metered usage summary
• Average Daily Use: Approximately 236.35 gallons per day per ERC
• Peak Day Use: Approximately 657.03 gallons per day per ERC (winter months)
• Average Annual Use: Approximately 0.265 AF per ERC
All usage figures indicate the town uses less than minimum regulatory supply requirements
and efficiently uses its water. Water systems may request reduction of the State’s minimum
sizing requirements in accordance with R309-510-5.
ii. Outdoor Usage from Culinary System
It should be noted the Town does not provide irrigation water and that the outdoor usage
from the culinary system is included in the above meter readings.
Table 6: Comparison of Regulatory Requirements and Metered Use per ERC

(1) Includes Outdoor Use
iii. Snow Making from Culinary System
Brian Head provides water to Brian Head Resort each year for snow making. The amount of
water provided to the resort varies each year depending on the precipitation received. Table
7 shows the total water usage for the resort compared to the total amount used by the Town
during the winter months. Data for 2018 is not included due to inaccurate meter readings.

PARAMETER REGULATORY
REQUIREMENT
METERED
USE (1)
Water Rights
(Average Annual Use)
0.448 acre-feet/year
(400 gallons/day)
0.081 acre-feet/year
(73 gallons/day)
Water Source
(Peak Day Demand)
800 gallons/day 181 gallons/day
Water Storage
(Average Day Demand)
400 gallons 236 gallons

11

Table 7: Brian Head Resort Water Usage for 2017, 2019 and 2020
YEAR/
MONTH
RESORT
USAGE (GAL)
RESORT USAGE
(ACRE-FT)
RESORT
USAGE
(GPD)
TOTAL TOWN
USAGE (GAL)
2017
JAN 1,080,000 3.31 34,839 3,542,231
NOV 23,330,000 71.59 777,667 24,700,247
DEC 35,940,000 110.29 1,159.355 38,623,366
2017 Totals 60,350,000 185.19 655,978 66,865,844
2019
JAN 7,150,000 21.94 230,645 10,806,295
FEB 4,620,000 14.18 165,000 7,406,750
MAR 7,950,000 24.40 256,452 10,909,362
SEP 5,000,000 15.34 166,667 6,699,976
OCT 12,450,000 38.21 401,613 13,996,212
NOV 33,060,000 101.45 1,102 35,124,541
DEC 10,440,000 32.04 336,774 12,081,090
2019 Totals 80,670,000 247.55 380,519 97,024,226
2020
JAN 460,000 1.41 14,839 2,066,042
FEB 560,000 1.72 19,310 1,870,371
AUG 1,180,000 3.62 38,065 3,070,918
SEP 12,740,000 39.10 424,667 14,132,548
OCT 7,930,000 24.33 255,806 8,595,073
NOV 25,220,000 77.39 255,667 26,570,255
DEC 23,930,000 73.43 771,935 24,715,493
2020 Totals 72,020,000 221 338,122 81,020,700
C. Water Rights
Brian Head Town has a total water right capacity of 965.66 acre-feet either owned or leased by
Brian Head Town and currently approved for municipal use and snow making. Currently 815.66
acre-feet are transferred to the mountain for municipal use. An additional 150 acre-feet is
reserved for snow making. An additional 94.67 acre-feet is pending approval by the Utah Division
of Water Rights, and 243.08 acre-feet is being leased to Parowan Valley.
i. Municipal Use Water Rights
Brian Head receives its water for municipal use from Salt Pile Springs, Decker Springs, Seeps
Springs, Mammoth Springs, Bearflat Well, Town Hall Well, Crystal Mountain Well, and the
currently unused Gurr Well. The locations for these water sources are shown in

12

Table 11 under section D. Water Source and are all based on SLB&M, in Iron County, Utah.
Table 8: Brian Head Town Municipal Use Water Rights

Water rights service capacity:
• Based on regulatory Annual Supply Requirements of 0.448 AF per ERC, current water
rights are adequate for 1,820 ERC (400 gpd/ERC).
• Based on actual metered Annual Usage of 0.081 AF per ERC, current water rights are
adequate for 10,069 ERC.
ii. Brian Head Resort Water Rights
Brian Head Town supplies water to Brian Head Resort for snow making. The water rights
dedicated for snow making are sourced from Crystal Mountain Well and Town Hall Well, for
a total of 150 acre-feet. Change application a22707 indicated that 22.5 acre-feet of water may
be consumed by pond evaporation and other water losses in the snowmaking process, and
the remaining 127.50 acre-feet must return to the system as snowmelt.
The Town can supply additional water beyond the snow making water right to Brian Head
Resort as long as they possess the required water rights for the town residents.
WATER RIGHT
NO.
PRIORITY
DATE
POINT OF USE
ADDRESS
SOURCE QUANTITY
75-661
75-662
75-663
75-664
a37313
1889
Town of Brian Head
Dry Canyon
Agreement
Underground
Water Wells
234.66
acre-feet
75-1704
a17198 1860 Town of Brian Head
Underground
Water Well
Crystal Mountain
Summit Drainage
250.00
acre-feet
75-1514
a12265 1860
Parowan Reservoir
Company/Brian
Head
Springs 31.00
acre-feet
75-1515
a12266 1860
Parowan Reservoir
& Irrigation
Company/Brian
Head
Springs 300.00
acre-feet

TOTAL 815.66
acre-feet

13

Table 9: Brian Head Town Snow Making Water Rights

iii. Brian Head Town Water Rights Leased to Parowan Valley
Brian Head Town currently leases water rights to farmers in the Parowan Valley. These rights
were originally purchased as a single water right and were known as the Heil Water Right.
This water right was split into two separate rights, 75-2019 and 75-2034. A change application
was filed to segregate 156.92 acre-feet from the valley to the mountain (water right 75-2034).
With the change in water use from irrigation to culinary use, the state engineer limited Brian
Head Town’s use to the historically consumed amount, which is 94.67 acre-feet. Additionally,
the application and the agreement with the Parowan Reservoir Company limits the use based
on the size of Bristlecone Pond. Originally, the Town was allowed to use twice the usable
capacity of the pond. That has since been reduced to 1.5 times the capacity, and will decrease
to 1 times the useable capacity of the pond in eight years.
If wastewater treatment is provided on the mountain, the limitation based on consumption
and storage-based limitations would be removed.
Table 10: Brian Head Town Water Rights Leased to Parowan Valley

WATER RIGHT NO. PRIORITY
DATE
POINT OF USE
ADDRESS
SOURCE FLOW
75-1693
a22707 1860
Parowan Reservoir
Company/Brian
Head Town/Brian
Head Ski Limited
Underground
Water Wells
0.24 CFS or
150.00
acre-feet

TOTAL 127.50
acre-feet
WATER RIGHT NO. PRIORITY
DATE
POINT OF USE
ADDRESS
SOURCE FLOW
75-2019
t46905 1945 Brian Head Special
Service District
Underground
Water Well
243.08
acre-feet
75-2034 1945 Brian Head Special
Service District
Underground
Water Well
156.92
acre-feet

TOTAL 400.00
acre-feet

14

Water rights service capacity provided by the 94.67 acre-feet of water provided by Water
Right 75-2034:
• Based on regulatory Annual Supply Requirements of 0.448 AF per ERC, the water right
is adequate for 211 ERC (400 gpd/ERC).
• Based on actual metered Annual Usage of 0.081 AF per ERC, the water right is
adequate for 1,168 ERC.
With a conservative reduction of 50% for the remaining 243.08 acre-feet of water rights
available to be transferred to the Brian Head area, the quantity available to be used as culinary
water amounts to 121.54 acre-feet. Water rights service capacity added from the rights leased
to Parowan Valley are shown below:
• Based on regulatory Annual Supply Requirements of 0.448 AF per ERC, additional
water rights are adequate for another 271 ERC (400 gpd/ERC).
• Based on actual metered Annual Usage of 0.081 AF per ERC, additional water rights
are adequate for another 1,500 ERC.
iv. Future Water Rights Needs
All estimates of water right needs assume that Brian Head Town will only provide the 150
acre-feet of water to Brian Head Resort for snow making.
Based on regulatory requirements, the combination of the Town’s current water rights and
the Heil water right used for culinary water will be adequate until approximately 2058 when
it projected that there will be 2,021 ERCs on the system. When the need for additional water
rights is met, the remaining water rights leased to Parowan Valley can be transferred to the
Brian Head Area. With the conservative estimate of a water right loss of 50% for the remaining
leased water rights, an additional 271 ERCs can be added to the system. With these additional
water rights, the Town’s water rights will be adequate beyond 2065.
Based on usage, it is estimated that the Town’s current water right will be adequate beyond
2065. Development of large non-residential users and effective water conservation measures
will affect the timing for additional water rights.
Water Rights Needs with Maximum Water Amount Provided to Resort
In 2019, the Town provided an additional 97.55 acre-feet (247.55 acre-feet total) of water to
Brian Head Resort for snow making beyond the amount determined in water right 75-1693.
If the Town continued to provide this same amount of water, it would decrease the amount
of ERCs allowed on the system by 217 ERCs based on regulatory requirements. Based on this
scenario, the Town’s current water right will be adequate until 2045 when there are projected
to be 1,800 ERCs on the system. If the additional water rights leased to Parowan Valley are

15

transferred to the Brian Head area, the Town’s water rights will be adequate until 2061 when
it is project that 2,078 ERCs will be on the system.
D. Water Source
i. Current Water Sources
Brian Head Town has multiple wells and springs that supply reliable flows. These wells consist
of Salt Pile Spring, Decker Spring, Seeps Spring, Mammoth Springs. The total flows from the
springs have an estimated minimum yield of 0.3 cubic feet per second (cfs), or 136 gallons per
minute (gpm). Water from the springs is shared between Brian Head and Parowan Reservoir
Company for irrigation and municipal purposes.
Brian Head’s wells consist of Bearflat Well, Crystal Mountain Well, and Town Hall Well. These
wells provide 420, 100, and 260 gpm, for a total of 780 gpm, or 1,123,200 gallons per day
(gpd). Town Hall Well is currently being pumped at the rate of its original test pump and was
installed 1991. Bearflat well is producing at half the initial test pump flows of 1,163 since its
installation in 2011. The well collapsed, and an attempt to rehabilitate the well occurred in
2016, which was unsuccessful. Bearflat well currently produces 420 gpm, and will need to be
rehabilitated or a new well drilled.
With the climate and natural landscaping of the town, watered landscaping is very minimal.
For a conservative estimate, it is assumed that a total of 10 acres are irrigated from the
culinary water system.
A summary of Brian Head Town’s water sources with their minimum yields are shown in Table
11.

16

Table 11: Brian Head Water Sources

SOURCE LOCATION ELEVATION RELIABLE FLOWS
(gpm)
RELIABLE FLOWS
(gpd)
Salt Pile Spring
S 1140’ and W
1332’ from East
Quarter Corner
of S01, R36S,
R9W
~10,430’ 54 77,760
Decker Spring
N 306’ and E 438’
from SW corner,
S01, R36S, R9W
~10,360’ 38 54,720
Seeps Spring
S 160’ and E
1440’ from North
Quarter Corner
of S11, T36S,
R9W
~10,330’ 21 30,240
Mammoth
Spring #1
N 824’ and W
2173’ from SE
corner, S11,
T36S, R9W
~10,450’
23 33,120 Mammoth
Spring #2
N 664’ and W
2030’ from SE
corner, S11,
T36S, R9W
~10,450’
Mammoth
Spring #3
N 797’ and W
1786’ from SE
corner, S11,
T36S, R9W
~10,450’
Bearflat Well
N 11168’ and W
180’ from SE
corner, S34,
T35S, R9W
~9,710’ 420 604,800
Crystal Mountain
Well
N 300’ and W
1100’ from E
quarter corner of
S04, T36S, R9W
~9,580’ 100 144,000
Town Hall Well
S 675’ and E 162’
from NW corner,
S11, T36S, R9W
~9,810’ 260 674,400
Gurr Well
N 1167’ and W
192’ from SE
corner, S34,
T35S, R9W
~9,435 Unknown Unknown
TOTAL RELIABLE FLOWS 916 1,319,040

17

Water source service capacity:
• Based on regulatory Peak Day Supply requirements of 800 gpd (0.555 gpm) per ERC
for indoor use, the current water sources allow for 1,648 ERCs.
• Based on metered Peak Day Usage of 181 gpd (0.126 gpm) per ERC, including outdoor
use, the current water sources are adequate for 7,270 ERC.
The Town is currently waiting on an operating permit from the Utah Department of Drinking
Water to treat their water system with chlorine using a gas chlorine ejector and auxiliary
pressure pump to inject the chlorine solution into the water going into 1 MG Tank, Mammoth
Tank, and from Crystal Mountain Well. Chlorine contact time is provided in the 1 MG and
Mammoth Tanks, and in the waterline from Crystal Mountain Well to ½ MG Tank. The chlorine
is supplied in 150-pound cylinders.
ii. Brian Head Resort
Brian Head Town provided 33,060,000 gallons during the month of November 2019, for an
average of 1,102,000 gallons per day, or 765 gallons per minute. Brian Head Resort has
indicated that they prefer the Town to have the capability of supplying 1,200 gpm to their
snow making pond. This would require the Town to produce at least 1,600 gpm to provide
the culinary demand for the residents and the 1,200 gpm requested by the resort. The town
is currently unable to provide the flows requested by the resort unless current sources are
upgraded, or new sources are obtained.
iii. Future Source Needs
Based on regulatory requirements, the current source capacity of 916 gallons per minute is
adequate until 2035, when 1,632 ERCs are on the system.
Based on usage, the current source will be adequate well beyond 2065.
iv. Recommendations
The existing wells and springs are adequate based on current usage and should be able to
meet peak pay demands for the foreseeable future. In order to provide water to Brian Head
Resort for snow making, and for the continued growth, current sources need to be upgraded,
or new sources need to be obtained.
Pumps generally have an expected service life of approximately 10 years. Replacement pumps
should be programmed for the existing pumps as they near the end of their expected service
life.
Replacement of chlorinator and auxiliary pumps should be programmed for maintenance and
future replacement.

18

E. Storage Capacity
i. Existing Storage Tanks
Brian Head has 4 water storage tanks in its system, totaling 2,400,000 gallons.
Table 12: Tank Storage Capacity

½ MG Tank
½ MG Tank was built in 1992 and consists of reinforced concrete. The tank is in good condition
and is not in need of refurbishment or replacement.
1 MG Tank
1 MG Tank was constructed in 1979 and consists of reinforced concrete. The tank is in good
condition and is not in need of refurbishment or replacement.
Mammoth Tank
Mammoth Tank was built in 2010 and consists of reinforced concrete. The tank is in good
condition and is not in need of refurbishment or replacement.
Salt Pile Tank
Salt Pile Tank was constructed in 2001 and consists of reinforced concrete. The tank is in good
condition and is not in need of refurbishment or replacement.
With the climate and natural landscaping of the town, watered landscaping is very minimal.
For a conservative estimate, it is assumed that a total of 10 acres are irrigated from the
culinary water system.
Water storage service capacity:
• Based on regulatory Storage Requirements of 1,782 gallons per acre for outdoor use,
the current storage on the main water system must provide approximately 17,820
TANK ELEVATION YEAR CONSTRUCTED CAPACITY (GAL)
½ MG Tank 10,250 1992 500,000
1 MG Tank 10,080 1979 1,000,000
Mammoth Tank 10,380 2010 500,000
Salt Pile Tank 10,625 2001 400,000
TOTAL STORAGE CAPACITY (GAL) 2,400,000

19

gallons for irrigation; additionally, 180,000 gallons of storage must be provided to
meet fire code requirements, leaving 2,202,180 gallons available for indoor storage.
• Based on regulatory Storage Requirements of 400 gallons per ERC for indoor use, the
current main system storage is adequate for 5,505 ERC.
ii. Future Storage Needs
Current storage capacity will be adequate past 2065.
iii. Recommendations
The four concrete tanks are all in good condition and should require little maintenance for
several years, but should be examined at a minimum 5-year intervals for cracks or other
deterioration.
F. Distribution System
i. Existing Distribution System
Brian Head Town operates as one complete distribution system. This distribution system
consists of 4 tanks, approximately 24 miles of pipeline, 200 fire hydrants, and 350 water
meters.
ii. Hydraulic Analysis of Water System
Demographic projections have been updated for this Capital Facilities Plan as shown for 2035
and 2050 in Table 2, and repeated on Table 13. Peak Day Demand, is estimated 181 gpd/ERC
(0.13 gpm/ERC) based on recent meter readings, and Peak Instantaneous Demand is
calculated using a factor of 2 times the Peak Day Demand, or 0.26 gpm/ERC. Outdoor use in
assumed to be negligible and is not included in the Peak Instantaneous Flow Requirements.
Table 13: Peak Instantaneous Flow Requirements

Notes:
Peak Instantaneous Flow = Peak Day Demand X 2
ERC = Equivalent Residential Connection
GPM = Gallons per Minute

The water distribution system should have the capacity to deliver the combined total flow
requirements shown in Table 13, which are peak instantaneous flows combined with fire flow.
YEAR 2020 2035 2050
UNITS FLOW
(GPM)
UNITS FLOW
(GPM)
UNITS FLOW
(GPM)
Indoor Use
(ERC) 1,348 351 1,627 423 1,872 486
Fire Flow 1,500 1,500 1,500
TOTAL 1,851 1,923 1,986

20

The system should be required to maintain a residual pressure of 20 pounds per square inch
(psi) in the distribution lines while delivering the total combined flow.
The water distribution system currently has the capacity to deliver the peak day demand, peak
instantaneous demand, and peak day demands with fire flow. A computer network analysis
of the Brian Head distribution system projects that the system will continue to meet the
demands beyond 2035.
iii. Water Distribution in New Development
Brian Head Town policy requires developers of properties within the city to construct culinary
water distribution piping, fire hydrants, and control valves within each development. Costs
for transmission pipelines to carry water from sources and storage to the development should
be proportionally shared through impact fees, or by separate agreement with the Town. The
Town also requires that any new building constructed within 300-feet of an existing water line
is responsible to extend the waterline to the far edge of their property.
Supplemental hydraulic analysis should be required for developments where pressures in
existing waterlines are low. Where insufficient flow is available, larger, or additional
waterlines may have to be installed to the proposed development.
iv. Future Distribution Needs
Current main distribution system is in good condition.
v. Recommendations
It is suggested that water distribution piping be considered for replacement if they have been
in service for over 25 years, are smaller than 6”, or are any material other than ductile iron.
8-inch ductile iron water lines will be required for all new development.
Impact fees are typically not eligible to fund replacement of existing waterlines, so funding
for waterline replacement should be included in the Water Department budget.
G. Proposed Annexation
A developer is currently planning on annexing into Brian Head Town (Aspen Meadows). All water
rights, sources, distribution, and storage requirements will need to be met and provided by the
developer. A table provided by the developer showing the proposed water demands for the
development is included in Appendix F.

21

Part IV. Sanitary Sewer Capital Facilities Plan
Brian Head Town maintains 46,550 lineal feet, or 8.8 miles of sanitary sewer with approximately
247 sewer manholes in town limits. Brian Head Town also maintains approximately 36,355 lineal
feet (6.9 miles) of sanitary sewer and 105 sewer manholes that runs along Highway 143 from the
sewer grinders to Second Left Hand Canyon. The sanitary sewer then runs through the Parowan
City sanitary sewer system to the Parowan City Wastewater Treatment Facility.
A. Regulatory Requirements
i. Utah Division of Environmental Quality
The State of Utah Rules for Environmental Quality, Water Quality contains Design Requirements
for Wastewater Collection, Treatment and Disposal Systems under Section R317-3. The Brian
Head sanitary sewer system must meet the following criteria:
(1) R317-3-2 Sewer
• The required sewer capacity shall be determined based on maximum hourly domestic
sewage flow, additional maximum flow from industrial plants, inflow, ground water
infiltration, potential for sulfide generation, topography of area, location of sewage
treatment plant, depth of excavation, and pumping requirements.
• New sewer systems shall be designed based on an annual average daily rate of flow
of 100 gallons per capita per day unless there are data to indicate otherwise. The per
capita rate of flow includes an allowance for infiltration/inflow. The per capita rate of
flow may be higher than 100 gallons per day if there is probability of large amounts
of infiltration/inflow entering the system.
B. Metered Usage
Brian Head meters its sewer flows at the Brian Head meter located at the bottom of Parowan
Canyon. Both the Parowan City and Brian Head Town sewage flows are monitored at the Parowan
City Wastewater Treatment Facility (Parowan Lagoons), located in Parowan, Utah. The metering
information used in this report is combined information from the meter Brian Head meter and
the meter at the Parowan Lagoons.

22

i. Daily Flows
Table 14 shows the monthly sewer totals during 2021. Table 15 shows the yearly sewer totals
from 2015 to 2021.
Table 14: Monthly Wastewater Flows for 2021
MONTH BRIAN HEAD
MONTHLY
TOTAL (GAL)
PAROWAN
MONTHLY
TOTAL (GAL)
LAGOON
MONTHLY
TOTAL (GAL)
BRIAN HEAD
AVG DAILY
FLOW (GPD)
BRIAN HEAD
AMOUNT OF
TOTAL FLOW
JAN 5,361,000 6,427,000 11,788,000 172,935 45.5%
FEB 4,814,000 5,794,000 10,608,000 171,929 45.4%
MAR 5,265,000 6,529,000 11,794,000 169,839 44.6%
APR 4,552,000 5,954,000 10,506,000 151,733 43.3%
MAY 3,843,000 6,158,000 10,001,000 123,968 38.4%
JUN 3,318,000 6,213,000 9,531,000 110,600 34.8%
JUL 3,919,000 7,314,000 11,233,000 126,419 34.9%
AUG 3,238,000 6,524,000 9,762,000 104,452 33.2%
SEP 2,903,000 6,083,000 8,986,000 96,767 32.3%
OCT 3,185,000 6,557,000 9,742,000 102,742 32.7%
NOV 3,148,000 5,738,000 8,886,000 104,933 35.4%
DEC 4,457,000 6,663,000 11,120,000 143,774 40.3%
2021 Totals 48,003,000 75,954,000 123,957,000 131,515 38.7%

Table 15: Brian Head/Parowan City Sewer Totals - Yearly
YEAR BRIAN HEAD
TOTAL (GAL)
PAROWAN
TOTAL (GAL)
LAGOON
TOTAL (GAL)
AVG DAILY
FLOW (GPD)
BRIAN HEAD
AMOUNT OF
TOTAL FLOW
2015 39,271,598 80,302,789 119,574,387 107,593 32.8%
2016* 44,534,581 91,902,638 136,437,219 121,679 32.6%
2017 43,425,000 94,002,375 137,427,375 118,973 31.6%
2018 40,014,874 99,333,549 139,348,423 109,630 28.7%
2019 52,779,000 95,638,000 148,417,000 144,600 35.6%
2020* 54,567,000 83,022,503 137,589,503 149,090 39.7%
2021 48,003,000 75,954,000 123,957,000 131,515 38.7%
Average 48,003,000 75,954,000 942,750,907 126,260 34.2%
* 366 days in the year
Table 16 shows the projected sewer connections based off the projected growth for Iron County.
Table 17 shows the projected sewer connections based of the average growth rate of Brian Head
Town, or 0.31%. Both Tables show the actual sewer connections from 2015 through 2021.

23

Table 16: Projected sewer Connections – Brian Head, Utah
YEAR SEWER
CONNECTIONS
ANNUAL UNIT
CHANGE
AVERAGE ANNUAL
PERCENT CHANGE
Ac
t
u
a
l

G
r
o
w
t
h

2015 1,290 - -
2016 1,292 2 0.15%
2017 1,303 11 0.84%
2018 1,300 -3 -0.23%
2019 1,305 5 0.38%
2020 1,312 7 0.53%
2021 1,323 3 0.23%
Pr
o
j
e
c
t
e
d

G
r
o
w
t
h

(1
)

(
2
)

2022 1,347 24 1.80%
2023 1,370 23 1.70%
2024 1,392 22 1.60%
2025 1,412 21 1.50%
2030 1,504 92 1.30%
2035 1,593 18 1.18%
2040 1,677 17 1.06%
2045 1,755 15 0.92%
2050 1,834 16 0.90%
2055 1,916 17 0.90%
2060 2,002 17 0.90%
2065 2,092 18 0.90%
Notes:
(1) Data beyond 2021 was estimated based on projected growth rates for Iron County.
(2) Data beyond 2025 is shown in five-year increments.

24

Table 17: Projected Sewer Connections Based on Recent Growth Rate
YEAR METERED UNITS ANNUAL UNIT
CHANGE
AVERAGE ANNUAL
PERCENT CHANGE
Ac
t
u
a
l

G
r
o
w
t
h

2015 1,290 5 0.38%
2016 1,292 4 0.30%
2017 1,303 6 0.45%
2018 1,300 9 0.68%
2019 1,305 4 0.29%
2020 1,312 5 0.37%
2021 1,323 3 0.22%
Pr
o
j
e
c
t
e
d

G
r
o
w
t
h

(1
)

(
2
)

2022 1,327 4 0.31%
2023 1,331 4 0.31%
2024 1,335 4 0.31%
2025 1,339 4 0.31%
2030 1,360 4 0.31%
2035 1,381 4 0.31%
2040 1,403 4 0.31%
2045 1,424 4 0.31%
2050 1,447 4 0.31%
2055 1,469 5 0.31%
2060 1,492 5 0.31%
2065 1,515 5 0.31%
Notes:
(1) Data beyond 2021 was estimated based on the average growth rate from Brian Head Town
from 2010 to 2020. The average growth for the decade was 0.31% per year.
(2) Data beyond 2025 is shown in five-year increments.
Table 18 shows the average daily flows per connection.
Table 18: Average Daily Flows per Connection
YEAR BRIAN HEAD
TOTAL (GAL)
AVG DAILY
FLOW (GPD)
SEWER
CONNECTIONS
DAILY FLOW/
CONNECTION
(GPD)
2015 39,271,598 107,593 1290 83
2016* 44,534,581 121,679 1292 94
2017 43,425,000 118,973 1303 91
2018 40,014,874 109,630 1300 84
2019 52,779,000 144,600 1305 111
2020* 54,567,000 149,090 1312 114
2021 48,003,000 131,515 1323 99

The maximum average daily flow per connection is 114 GPD in 2020.

25

Data provided by Brian Head Town provided the full buildout projected units for the Town
with its current boundaries. Table 19 shows the projected units provided, along with the
assumed ERC per units, and the total design flow per the states 100 gallons per capita per day
(R317-3-2), and the total design flow with Brian Head’s average 114 gallons per day per
connection.
Table 19: Full Buildout Flows
UNIT TYPE PROJECTED
UNITS
ERC/UNITS TOTAL STATE DESIGN
FLOW (GPD)*
TOTAL DESIGN
FLOW (GPD)**
Single Family 2,494 3.2 798,080 284,316
Condo/Hotel 7,674.5 1 767,450 874,893
Commercial 614 8 491,200 69,996
Total Flows 2,056,730 1,229,205
*Flows determined following R317-3-2.
**Flows determined using the average 114 gallons per day per connection.
A developer is currently in the planning phase to annex into Brian Head Town. The anticipated
flows determined by the developer consist of 595,549 gallons per day for the total average
daily sewer flows. The table provided by the developer showing the anticipated sewage
generation is included in Appendix F.
ii. Maximum Flows
The peak flows in Brian Head occur during spring runoff, when there is a high amount of
ground water infiltration from the melting snow. The winter holidays produce the next
highest amount of sewage flows. Table 20 shows the daily sewer totals for the ten highest
days since April 4, 2020. The highest total daily amount recorded was 354,309 gallons on May
2, 2020.
Table 20: Highest Daily Total
DATE MAXIMUM FLOW
(GPM)
AVERAGE FLOW
(GPM)
TOTAL DAILY
AMOUNT (GAL)
May 2, 2020 309.32 246.05 354,309
May 3, 2020 311.98 242.92 349,805
April 30, 2020 312.79 239.48 344,859
May 1, 2020 308.40 238.44 343,362
April 29, 2020 684.29 225.04 324,057
May 4, 2020 288.94 221.39 318,805
April 28, 2020 284.73 216.13 311,228
May 24, 2020 350.50 215.16 309,828
May 7, 2020 277.44 212.24 305,580
May 8, 2020 262.07 209.46 298,792

26

Table 21 shows the ten days with the highest maximum flow since April 4, 2020. The
maximum flow rate recorded was 1,016.95 GPM on April 7, 2020.

Table 21: Highest Maximum Flows
DATE MAXIMUM FLOW
(GPM)
AVERAGE FLOW
(GPM)
TOTAL DAILY
AMOUNT (GAL)
April 7, 2020 1,016.95 100.64 144,925
March 3, 2021 807.22 132.57 190,906
January 31, 2021 726.30 162.37 233,819
April 29, 2020 684.29 225.04 324,057
August 19, 2021 565.61 101.64 146,359
July 22, 2021 548.01 82.90 134,675
May 22, 2022 501.23 82.90 119,382
August 2, 2020 445.23 112.85 162,514
December 30, 2021 435.39 161.86 233,085
March 14, 2021 429.34 145.19 209,080

As can be seen from Table 20 and Table 21, it can be reasonably assumed that groundwater
infiltration accounts for the highest maximum flows, and highest daily flow totals.
C. Collection System
The sanitary sewer collection system design is based off the maximum flow rate. The minimum
design flow rate established by the state is 100 gallons per capita per day unless there is data to
indicate otherwise. All new sewer lines constructed must follow the regulations shown in Section
A. Regulatory Requirements.
The critical section for growth in the Brian Head sanitary sewer system is the trunk line that runs
down the canyon after the sewer grinder to the Parowan Lagoons. The sewer manholes in the
canyon from the grinder to the Parowan City limits (Second Left Hand Road) were surveyed. This
is where Parowan City begins maintenance of the sewer line. The most critical sewer pipes, and
their maximum full flow capacity are shown in Table 22. Figure 2B shows the manholes in the
canyon and indicates the critical sewer pipes.

27

Table 22: HWY 143 Full Flow Capacity
PIPE SIZE (IN) SLOPE (FT/FT) FULL FLOW CAPACITY
(GPM)
150 8 0.020 758.5
103 (1) 8 0.021 776.5
167 8 0.024 839.3
106 8 0.027 893.2
170 8 0.031 951.5
113 8 0.031 960.5
163 8 0.032 965.0
164 8 0.036 1,027.8
176 8 0.036 1,032.3
160 8 0.037 1,036.8

A breakdown of each surveyed sewer pipe through the canyon with its full-flow capacity and
design capacity (75% full) is shown in Appendix E.
Table 23 shows when the critical sewer pipes down the canyon need to be replaced, based on the
maximum flow of 1,016.95 GPM, shown in Table 21. Using the 1312 connections in 2020, the GPM
each connection contributed to the maximum flow amounts to 0.775.
Table 23: HWY 143 Replacement Timeline
PIPE FULL FLOW
CAPACITY (GPM)
NUMBER OF
CONNECTIONS
YEAR FROM
TABLE 16
YEAR FROM
TABLE 17
150 758.5 979 Now Now
103 (1) 776.5 1,002 Now Now
167 839.3 1,083 Now Now
106 893.2 1,152 Now Now
170 951.5 1,228 Now Now
113 960.5 1,239 Now Now
163 965.0 1,245 Now Now
164 1,027.8 1,326 2022 2022
176 1,032.3 1,332 2022 2023
160 1,036.8 1,338 2022 2024

Based off full flow capacity, Pipes 150, 103(1), 167, 106, 170, 113, and 163 need to be upsized as
soon as possible. Pipes 164, 176 and 160 will need to be replaced within the next couple years.
Additional manholes were surveyed throughout Brian Head. All manholes located in dirt roads are
buried, and coordination with the public works department is required to locate, uncover, and
survey these manholes. Due to the work schedule and project load of both parties, not all
manholes were uncovered and surveyed. This work to finish surveying the remaining manholes

28

will be scheduled to begin as soon as the snow melts. Figure 2A shows the manholes surveyed,
and those still needing to be surveyed.
Twin D has cleaned and ran a sewer camera throughout the entire system. Their findings have
shown no sewer lines or manholes that require immediate attention. During the time that the
remaining manholes are surveyed, Brian Head Public Works will review the information and
reports from Twin D to look for areas with high surface infiltration and will create a plan on how
to limit the infiltration from taking up treatment capacity in the lagoons.
Septic (onsite sewer) permits are controlled by the Iron County office of the Southwest Utah
Public Health Department. As of the time of this study, the Utah Geological Survey (UGS) is in the
process of determining the septic density of various locations around the county, including
Parowan, Utah. However, Brian Head Town is not included in this study, and no study has been
done to determine the septic density of Brian Head Town. If the Town desires to determine a
septic density, additional coordination between the Town and Health Department will be
required.
i. Recommendations
In areas of high groundwater infiltration, it is recommended to replace the existing system in
that location with full length HDPE pipe, and polymer manholes to reduce the infiltration into
the system, or by other repair methods to reduce the infiltration. Sealed lids with manhole
vents can be used in areas of surface water infiltration. These areas can be found by the public
works department during review of the Twin D reports and videos.
When the maximum sewage flows begin to consistently reach the full flow capacity of the
canyon sewer line, it will be necessary to increase the size of pipe to convey these flows.
D. Treatment
Wastewater treatment is accomplished at the Parowan Lagoons. The lagoons currently have 5
cells with 55.8 acres of sewer lagoon surface area, with a design capacity of 0.47 million gallons
per day (MGD). Brian Head holds 40% ownership capacity in the lagoons, equating to an average
daily capacity of 188,000 gallons per day (GPD). The current retention time is 150 to 271 days.
The lagoon bond will be paid off in 2026. Before Brian Head Town reaches average daily flows of
188,000, additional storage/capacity will need to be purchased/developed at the lagoons in
Parowan, or a wastewater treatment facility will need to be constructed. Table 24 and Table 25
shows the monthly percent of the lagoon capacity used in 2021, and the yearly percent capacity
used from 2015 to 2021.

29

Table 24: 2021 Monthly Lagoon Total Capacity Used
MONTH BRIAN HEAD
MONTHLY
TOTAL (GAL)
PAROWAN
MONTHLY
TOTAL (GAL)
LAGOON
MONTHLY
TOTAL (GAL)
BRIAN HEAD %
OF LAGOON
CAPACITY
PAROWAN %
OF LAGOON
CAPACITY
JAN 5,361,000 6,427,000 11,788,000 36.8% 44.1%
FEB 4,814,000 5,794,000 10,608,000 36.6% 39.8%
MAR 5,265,000 6,529,000 11,794,000 36.1% 44.8%
APR 4,552,000 5,954,000 10,506,000 32.3% 40.9%
MAY 3,843,000 6,158,000 10,001,000 26.4% 42.3%
JUN 3,318,000 6,213,000 9,531,000 23.5% 42.6%
JUL 3,919,000 7,314,000 11,233,000 26.9% 50.2%
AUG 3,238,000 6,524,000 9,762,000 22.2% 44.8%
SEP 2,903,000 6,083,000 8,986,000 20.6% 41.8%
OCT 3,185,000 6,557,000 9,742,000 21.9% 45.0%
NOV 3,148,000 5,738,000 8,886,000 22.3% 39.4%
DEC 4,457,000 6,663,000 11,120,000 30.6% 45.7%
2021 Totals 48,003,000 75,954,000 123,957,000 28.0% 44.3%

Brian Head used an average of 28.0% of the total capacity at the lagoons in 2021. This equates to
70% of their allowed capacity. January accounted for the highest percent at 36.8% of the total
lagoon capacity, which equates to 92% of their allowed capacity.

Table 25: Yearly Lagoon Total Capacity Used
YEAR BRIAN HEAD
TOTAL (GAL)
PAROWAN
TOTAL (GAL)
LAGOON
TOTAL (GAL)
BRIAN HEAD %
OF LAGOON
CAPACITY
PAROWAN %
OF LAGOON
CAPACITY
2015 39,271,598 80,302,789 119,574,387 22.9% 46.8%
2016* 44,534,581 91,902,638 136,437,219 25.9% 53.4%
2017 43,425,000 94,002,375 137,427,375 25.3% 54.8%
2018 40,014,874 99,333,549 139,348,423 23.3% 57.9%
2019 52,779,000 95,638,000 148,417,000 30.8% 55.7%
2020* 54,567,000 83,022,503 137,589,503 31.7% 48.3%
2021 48,003,000 75,954,000 123,957,000 28.0% 44.3%
Average 48,003,000 75,954,000 942,750,907 26.9% 51.6%

Brian Head averaged 26.9% of the total capacity at the lagoons between 2015 and 2021. This
equates to 67.25% of their allowed capacity. 2020 accounted for the highest yearly percent at
31.7%, which equates to 79.25% of their allowed capacity.
• Based on data gathered from 2021 of 114 GPD per connection, the Parowan Lagoons
are adequate for 1,649 connections, or an additional 326 sewer connections.

30

• Based on the projected growth shown in Table 16, the current sewer treatment
system is adequate until 2038.
• Based on the projected growth shown in Table 17, the current sewer treatment
system is adequate beyond 2065.
• Based on the addition of the proposed development (Aspen Meadows), the existing
lagoons will be unable to capture the projected daily flows.
i. Recommendations
Options to treat wastewater have been reviewed and discussed with the Utah Department of
Environmental Quality. One option is to treat wastewater to be constructed on the hill to
discharge into the stream, or to use the effluent for snowmaking. Directly discharging into the
stream is not allowed, and using the effluent for snowmaking is not a use identified by the
Division of Water Quality (DWQ) in R317-3-11. A variance is possible, but would likely be
prohibited under R317-2-3.2, which prohibits new discharge into category 1 waters, which
includes forest service land.
Another option is to build a wastewater treatment plant with Parowan in Parowan Valley.
This will only be beneficial to the Town if a water credit can be received from the state
engineer in accordance with the water management plan currently being studied. This option
will require further analysis upon completion of the water management plan. A local real
estate agent (Caroline Ray, Century 21) was contacted to determine the current price for an
acre-foot of water in the Parowan Valley. She indicated that 100 shares could be purchased
for $4,200 per share, or $420,000, if the shares are available. Wolf Creek Water and Sewer
Improvement District constructed a wastewater treatment plan in 2008 with a capacity of .4
MGD. At the time of construction, the cost was $6,500,000, or approximately $8,400,000
today, to be split with Parowan City. Parowan is currently under contract with Bowen Collins
to determine the allowable amount of discharge from the lagoons to the Little Salt Lake.
The remaining recommendations are related to the existing Parowan Lagoons, and will need
to be done in cooperation with Parowan City, and will require a more in-depth analysis of
design requirements and cost estimation:
1. Parowan City and Brian Head Town can request a higher discharge rate with the
State of Utah with Parowan City recently receiving a permit to discharge to the Little
Salt Lake, and the pivot land.
2. Adding aeration to the lagoons would allow a decrease in detention time to a
minimum of 30 days (R317-3-10), resulting in additional storage to buffer the effects
of days with higher-than-average daily flows.
3. Expanding the size of the lagoons with cooperation between Parowan City will
increase Brian Head Town’s average maximum daily sewage totals by 40% of the
overall increase.

Appendix A. Figures
1. Culinary Water System
2A. Sanitary Sewer System
2B. Canyon Sanitary Sewer System

Appendix B. Cost Estimates
Project Cost Estimates

PROJECT DESCRIPTION CONSTRUCTION CONTINGENCY ENGINEERING TOTAL
CW-01 Rehabilitate/Replace the existing Bearflat Well $1,000,000 $100,000 $187,000 $1,287,000
CW-02 Rehabilitate and clean the existing Town Hall Well $45,000 $4,500 $2,475 $51,975
CW-03 Steam Engine Drive through Toboggan Lane and Snow Shoe Drive - Install new 8" waterline (price not included in total)$546,700 $54,670 $102,233 $703,603
CW-03A Steam Engine Drive through Toboggan Lane and Snow Shoe Drive - Install new 8" waterline - Alternate $507,500 $50,750 $94,903 $653,153
CW-04A Aoki Michi Road and Rue Jolly Road Loop - Install 1,000 feet of new 8" waterline and replace existing water meters $353,550 $35,355 $66,114 $455,019
CW-04B Forest Drive and Rue Jolley Drive - Install 1,300 feet of 8" waterline $190,050 $19,005 $35,539 $244,594
CW-04C 300 North and Falcon Court to Mountain View Drive - Install 970 feet of 8" waterline $152,600 $15,260 $28,536 $196,396
CW-04D Falcon Court, 475 North and 275 East to Mountain View Drive Loop - Install 3,050 feet of 8" waterline $379,050 $37,905 $70,882 $487,837
CW-04E 475 North along Elk Drive - Install 1,790 feet of 8" waterline $226,750 $22,675 $42,402 $291,827
CW-04F Forest Drive to Mountain View Drive along Deer Trail and Deer Trail Road - Install 1,670 feet of 8" waterline $218,450 $21,845 $40,850 $281,145
CW-04G Mountain View Drive to Deer Trail Road along Quakie Drive - Install 780 feet of 8" waterline $91,600 $9,160 $17,129 $117,889
CW-04H Hidden Lake Road and Trail Road - Install 1,630 feet of 8" waterline $215,850 $21,585 $40,364 $277,799
$4,344,635
SS-01 Purchase portable sewer camera crawler for infiltration detection work $60,000 N/A N/A $60,000
SS-02A Sewer Pipe 150 - Remove and replace 404 feet of 12" sewer and 2 manholes $54,512 $5,451 $10,194 $70,157
SS-02B Sewer Pipe 103 (1) - Remove and replace 405 feet of 12" sewer and 2 manholes $54,590 $5,459 $10,208 $70,257
SS-02C Sewer Pipe 167 - Remove and replace 401 feet of 12" sewer and 2 manholes $54,278 $5,428 $10,150 $69,856
SS-02D Sewer Pipe 106 - Remove and replace 334 feet of 12" sewer and 2 manholes $48,552 $4,855 $9,079 $62,486
SS-02E sewer Pipe 170 - Remove and replace 397 feet of 12" sewer and 2 manholes $53,866 $5,387 $10,073 $69,326
SS-02F Sewer Pipe 113 - Remove and replace 163 feet of 12" sewer and 2 manholes $33,814 $3,381 $6,323 $43,519
SS-02G Sewer Pipes 163 and 164 - Remove and replace 684 feet of 12" sewer and 3 manholes $86,252 $8,625 $16,129 $111,006
SS-02H Sewer Pipe 176 - Remove and replace 400 feet of 12" sewer and 2 manholes $54,200 $5,420 $10,135 $69,755
SS-02I Sewer Pipe 160 - Remove and replace 285 feet of 12" sewer and 2 manholes $44,330 $4,433 $8,290 $57,053
SS-03 Steam Engine Drive through Toboggan Lane and Snow Shoe Drive - Install 3,280 feet of 8" sewer and 16 manholes $539,000 $53,900 $100,793 $693,693
$1,377,108
$5,721,743
Project 11 -- Snow Shoe Drive & Toboggan Sewer - Sewer
WATER PROJECTS TOTAL
Project 10 -- Canyon Sewer Replacement
Brian Head Town
Table 24: 10-Year Capital Projects List by Type of Project
Project 04 -- Mountain View Drive Waterline Loops
Project 09 -- Portable Sewer Camera Crawler
WATER PROJECTS
1 - 5 YEAR HORIZON
SEWER PROJECTS
SEWER PROJECTS TOTAL
Project 01 -- Bearflat Well Rehabilitation
Project 02 -- Town Hall Well Rehabilitation
Project 03 -- Snow Shoe Drive & Toboggan Waterline
TOTAL PROJECTS 1 - 5 YEAR HORIZON
CW-05A Along Ridge Top Drive to Kodiak Drive - Install 1,330 feet of 8" waterline $184,500 $18,450 $34,502 $237,452
CW-05B Along Meadow Drive and Ranger Court - Install 1,440 feet of 8" waterline $173,150 $17,315 $32,379 $222,844
CW-06A Aspen Drive, Kokopelli Loop and Sky View Drive - Install 6,880 feet of 8" waterline $1,020,950 $102,095 $190,918 $1,313,963
CW-06B Aspen Drive, Yankee Lookout Road and Sandstone Drive - Install 3,530 feet of 8" waterline $478,450 $47,845 $89,470 $615,765
CW-07 Replace existing wrapped steel waterline with 8” D.I. pipe including valves and fire hydrant $148,025 $14,803 $27,681 $190,508
CW-08 Replace existing wrapped steel waterline with 8” D.I. pipe including valves and fire hydrant $108,250 $10,825 $20,243 $139,318
$2,719,849
SS-04A Forest Drive and Falcon Court - Install 1,810 feet of 8" sewer and 6 manholes $269,500 $26,950 $50,397 $346,847
SS-04B Falcon Ccourt and 275 East - Install 2,810 feet of 8" waterline and 10 manholes $423,500 $42,350 $79,195 $545,045
SS-04C Elk Drive - Install 1,630 feet of 8" sewer and 6 manholes $247,500 $24,750 $46,283 $318,533
SS-04D Deer Trail - Install 1,080 feet of 8" sewer and 4 manholes $165,000 $16,500 $30,855 $212,355
SS-04E Deer trail Road and Quake Drive - Install 1,090 feet of 8" sewer and 4 manholes $166,100 $16,610 $31,061 $213,771
SS-04F Trail and Hidden Lake Road - Install 1,580 feet of 8" sewer and 4 manholes $222,200 $22,220 $41,551 $285,971
SS-05A Along Ridge Top Drive to Kodiak Drive - Install 1,360 feet of 8" sewer and 4 manholes $188,400 $18,840 $35,231 $242,471
SS-05B Along Meadow Drive and Ranger Court - Install 1,150 feet of 8" sewer and 3 manholes $155,450 $15,545 $29,069 $200,064
SS-06A Aspen Drive, Kokopelli Loop and Sky View Drive - Install 6,090 feet of 8" sewer and 28 manholes $982,300 $98,230 $183,690 $1,264,220
SS-06B Aspen Drive, Yankee Lookout Road and Sandstone Drive - Install 3,270 feet of 8" sewer and 17 manholes $551,100 $55,110 $103,056 $709,266
$4,338,541
$7,058,391TOTAL PROJECTS 6 - 10 YEAR HORIZON
WATER PROJECTS TOTAL
6 - 10 YEAR HORIZON
WATER PROJECTS
Project 13 -- Ridge Top Drive - Sewer
SEWER PROJECTS TOTAL
SEWER PROJECTS
Project 07 -- Highway Waterline Replacement
Project 14 -- Aspen Drive - Sewer
Project 12 -- Mountain View Drive Area - Sewer
Project 08 -- 12-inch Waterline
Project 05 -- Ridge Top Drive Loops
Project 06 -- Aspen Drive Waterline
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Drill New Well 1 L.S.$1,000,000.00 $1,000,000
2 $100,000
$1,100,000
3 $82,500
4 $82,500
5 $22,000
$1,287,000
Brian Head Town
Project 01 - Bearflat Well Rehabilitation
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
Construction Contingency @ 10%
Construction Subtotal
CW-01 Well Rehabilitation
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
PROJECT TOTAL
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Well Rehab 1 L.S.$45,000.00 $45,000
2 $4,500
$49,500
3 $2,475
$51,975
Administrative Costs @ 5%
PROJECT TOTAL
Construction Contingency @ 10%
Construction Subtotal
CW-02 Well Rehabilitation
Brian Head Town
Project 02 - Town Hall Well Rehabilitation
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$49,700.00 $49,700
2 8" D.I. Waterline 3,520 L.F.$65.00 $228,800
3 Fire Hydrant Assembly 14 Each $8,000.00 $112,000
4 8" Cross 1 Each $1,300.00 $1,300
5 8" Tee 4 Each $950.00 $3,800
6 90° Bend 2 Each $700.00 $1,400
7 45° Bend 6 Each $650.00 $3,900
8 22.5° Bend 4 Each $600.00 $2,400
9 8" Gate Valves 16 Each $2,700.00 $43,200
10 Pressure Reducing Station 1 Each $55,000.00 $55,000
11 Tie-ins to Existing Piping 2 Each $5,000.00 $10,000
12 6" Roadbase 35,200 S.F.$1.00 $35,200
13 $54,670
$601,370
14 $45,103
15 $45,103
16 $12,027
$703,603 PROJECT TOTAL
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-03 8" Waterline
Brian Head Town
Project 03 - Snow Shoe Drive & Toboggan Lane Waterline
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$46,200.00 $46,200
2 8" D.I. Waterline 3,030 L.F.$65.00 $196,950
3 Fire Hydrant Assembly 13 Each $8,000.00 $104,000
4 8" Cross 1 Each $1,300.00 $1,300
5 8" Tee 5 Each $950.00 $4,750
6 90° Bend 2 Each $700.00 $1,400
7 45° Bend 6 Each $650.00 $3,900
8 22.5° Bend 4 Each $600.00 $2,400
9 8" Gate Valves 19 Each $2,700.00 $51,300
10 Pressure Reducing Station 1 Each $55,000.00 $55,000
11 Tie-ins to Existing Piping 2 Each $5,000.00 $10,000
12 6" Roadbase 30,300 S.F.$1.00 $30,300
13 $50,750
$558,250
14 $41,869
15 $41,869
16 $11,165
$653,153
CW-03 8" Waterline
Brian Head Town
Project 03 - Snow Shoe Drive & Toboggan Lane Waterline Alternate
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
PROJECT TOTAL
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$14,500.00 $14,500
2 8" D.I. Waterline 1,020 L.F.$65.00 $66,300
3 Fire Hydrant Assembly 4 Each $8,000.00 $32,000
4 8" Tee 1 Each $950.00 $950
5 90° Bend 1 Each $700.00 $700
6 22.5° Bend 1 Each $600.00 $600
7 8" Gate Valves 3 Each $2,700.00 $8,100
8 1" Air Vac 2 Each $7,600.00 $15,200
9 Tie-ins to Existing Piping 2 Each $5,000.00 $10,000
10 6" Roadbase 10,200 S.F.$1.00 $10,200
11 Replace Existing Water Meters 65 Each $3,000.00 $195,000
12 $35,355
$388,905
13 $29,168
14 $29,168
15 $7,778
$455,019
1 Mobilization @ 10%1 L.S.$17,300.00 $17,300
2 8" D.I. Waterline 1,330 L.F.$65.00 $86,450
3 Fire Hydrant Assembly 5 Each $8,000.00 $40,000
4 8" Tee 1 Each $950.00 $950
5 45° Bend 1 Each $650.00 $650
6 8" Gate Valves 6 Each $2,700.00 $16,200
7 1" Air Vac 2 Each $7,600.00 $15,200
8 6" Roadbase 13,300 S.F.$1.00 $13,300
9 $19,005
$209,055
10 $15,679
11 $15,679
12 $4,181
$244,594
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
Brian Head Town
Project 04 - Mountain View Drive Loops
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
CW-04A 8" Waterline
CW-04A 8" Waterline Total
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
CW-04B 8" Waterline
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-04B 8" Waterline Total
1 Mobilization @ 10%1 L.S.$13,900.00 $13,900
2 8" D.I. Waterline 970 L.F.$65.00 $63,050
3 Fire Hydrant Assembly 4 Each $8,000.00 $32,000
4 8" Tee 2 Each $950.00 $1,900
5 45° Bend 1 Each $650.00 $650
6 8" Gate Valves 6 Each $2,700.00 $16,200
7 1" Air Vac 2 Each $7,600.00 $15,200
8 6" Roadbase 9,700 S.F.$1.00 $9,700
9 $15,260
$167,860
10 $12,590
11 $12,590
12 $3,357
$196,396
1 Mobilization @ 10%1 L.S.$34,500.00 $34,500
2 8" D.I. Waterline 3,050 L.F.$65.00 $198,250
3 Fire Hydrant Assembly 12 Each $8,000.00 $96,000
4 8" Tee 1 Each $950.00 $950
5 90° Bend 1 Each $700.00 $700
6 45° Bend 1 Each $650.00 $650
7 22.5° Bend 3 Each $600.00 $1,800
8 8" Gate Valves 3 Each $2,700.00 $8,100
9 1" Air Vac 1 Each $7,600.00 $7,600
10 6" Roadbase 30,500 S.F.$1.00 $30,500
11 $37,905
$416,955
12 $31,272
13 $31,272
14 $8,339
$487,837
1 Mobilization @ 10%1 L.S.$20,700.00 $20,700
2 8" D.I. Waterline 1,790 L.F.$65.00 $116,350
3 Fire Hydrant Assembly 7 Each $8,000.00 $56,000
4 22.5° Bend 1 Each $600.00 $600
5 1" Air Vac 2 Each $7,600.00 $15,200
6 6" Roadbase 17,900 S.F.$1.00 $17,900
7 $22,675
$249,425
8 $18,707
9 $18,707
10 $4,989
$291,827
Construction Subtotal
Design Engineering @ 7.5%
CW-04D 8" Waterline
CW-04D 8" Waterline Total
CW-04C 8" Waterline
Construction Contingency @ 10%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-04C 8" Waterline Total
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-04E 8" Waterline
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-04E 8" Waterline Total
1 Mobilization @ 10%1 L.S.$19,900.00 $19,900
2 8" D.I. Waterline 1,670 L.F.$65.00 $108,550
3 Fire Hydrant Assembly 7 Each $8,000.00 $56,000
4 8" Tee 1 Each $950.00 $950
5 45° Bend 1 Each $650.00 $650
6 8" Gate Valves 3 Each $2,700.00 $8,100
7 1" Air Vac 1 Each $7,600.00 $7,600
8 6" Roadbase 16,700 S.F.$1.00 $16,700
9 $21,845
$240,295
10 $18,022
11 $18,022
12 $4,806
$281,145
1 Mobilization @ 10%1 L.S.$8,400.00 $8,400
2 8" D.I. Waterline 780 L.F.$65.00 $50,700
3 Fire Hydrant Assembly 3 Each $8,000.00 $24,000
4 90° Bend 1 Each $700.00 $700
5 6" Roadbase 7,800 S.F.$1.00 $7,800
6 $9,160
$100,760
7 $7,557
8 $7,557
9 $2,015
$117,889
1 Mobilization @ 10%1 L.S.$19,700.00 $19,700
2 8" D.I. Waterline 1,630 L.F.$65.00 $105,950
3 Fire Hydrant Assembly 7 Each $8,000.00 $56,000
4 8" Tee 1 Each $950.00 $950
5 45° Bend 1 Each $650.00 $650
6 22.5° Bend 1 Each $600.00 $600
7 8" Gate Valves 3 Each $2,700.00 $8,100
8 1" Air Vac 1 Each $7,600.00 $7,600
9 6" Roadbase 16,300 S.F.$1.00 $16,300
10 $21,585
$237,435
11 $17,808
12 $17,808
13 $4,749
$277,799
$2,352,507PROJECT TOTAL
CW-04H 8" Waterline
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-04H 8" Waterline Total
CW-04F 8" Waterline
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-04F 8" Waterline Total
CW-04G 8" Waterline
Construction Contingency @ 10%
CW-04G 8" Waterline Total
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$16,800.00 $16,800
2 8" D.I. Waterline 1,330 L.F.$65.00 $86,450
3 Fire Hydrant Assembly 5 Each $8,000.00 $40,000
4 8" Tee 1 Each $950.00 $950
5 45° Bend 2 Each $650.00 $1,300
6 8" Gate Valves 3 Each $2,700.00 $8,100
7 1" Air Vac 1 Each $7,600.00 $7,600
8 Tie-ins to Existing Piping 2 Each $5,000.00 $10,000
9 6" Roadbase 13,300 S.F.$1.00 $13,300
10 $18,450
$202,950
11 $15,221
12 $15,221
13 $4,059
$237,452
1 Mobilization @ 10%1 L.S.$15,800.00 $15,800
2 8" D.I. Waterline 1,160 L.F.$65.00 $75,400
3 Fire Hydrant Assembly 6 Each $8,000.00 $48,000
4 8" Tee 1 Each $950.00 $950
5 90° Bend 1 Each $700.00 $700
6 8" Gate Valves 3 Each $2,700.00 $8,100
7 1" Air Vac 1 Each $7,600.00 $7,600
8 Tie-ins to Existing Piping 1 Each $5,000.00 $5,000
8 6" Roadbase 11,600 S.F.$1.00 $11,600
9 $17,315
$190,465
10 $14,285
11 $14,285
12 $3,809
$222,844
$460,296
CW-05A 8" Waterline
Brian Head Town
Project 05 - Ridge Top Drive Loops
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
Construction Subtotal
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-05A 8" Waterline Total
CW-05B 8" Waterline
Construction Contingency @ 10%
PROJECT TOTAL
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-05B 8" Waterline Total
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$92,900.00 $92,900
2 8" D.I. Waterline 6,880 L.F.$65.00 $447,200
3 Fire Hydrant Assembly 28 Each $8,000.00 $224,000
4 8" Tee 5 Each $950.00 $4,750
5 90° Bend 3 Each $700.00 $2,100
6 45° Bend 6 Each $650.00 $3,900
7 22.5° Bend 7 Each $600.00 $4,200
8 8" Gate Valves 15 Each $2,700.00 $40,500
9 1" Air Vac 1 Each $7,600.00 $7,600
10 Tie-ins to Existing Piping 3 Each $5,000.00 $15,000
11 Pressure Reducing Station 2 Each $55,000.00 $110,000
12 6" Roadbase 68,800 S.F.$1.00 $68,800
13 $102,095
$1,123,045
14 $84,228
15 $84,228
16 $22,461
$1,313,963
1 Mobilization @ 10%1 L.S.$43,500.00 $43,500
2 8" D.I. Waterline 3,530 L.F.$65.00 $229,450
3 Fire Hydrant Assembly 14 Each $8,000.00 $112,000
5 8" Tee 4 Each $950.00 $3,800
6 90° Bend 2 Each $700.00 $1,400
6 45° Bend 4 Each $600.00 $2,400
7 22.5° Bend 5 Each $600.00 $3,000
8 8" Gate Valves 12 Each $2,700.00 $32,400
9 1" Air Vac 2 Each $7,600.00 $15,200
11 6" Roadbase 35,300 S.F.$1.00 $35,300
12 $47,845
$526,295
13 $39,472
14 $39,472
15 $10,526
$615,765
$1,929,728
CW-06B 8" Waterline
Construction Subtotal
Design Engineering @ 7.5%
Construction Contingency @ 10%
Brian Head Town
Project 06 - Aspen Drive Waterline
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
CW-06A 8" Waterline
CW-06A 8" Waterline Total
PROJECT TOTAL
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-06B 8" Waterline Total
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$13,500.00 $13,500
2 8" D.I. Waterline 1,285 L.F.$65.00 $83,525
3 Reconnect Fire Hydrant Assembly 2 Each $8,000.00 $16,000
4 8" Tee 2 Each $950.00 $1,900
5 45° Bend 2 Each $650.00 $1,300
6 22.5° Bend 1 Each $600.00 $600
7 8" Gate Valves 6 Each $2,700.00 $16,200
8 Tie-ins to Existing Piping 3 Each $5,000.00 $15,000
9 $14,803
$162,828
10 $12,212
11 $12,212
12 $3,257
$190,508 PROJECT TOTAL
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-07A 8" Waterline
Brian Head Town
Project 07 - Highway Replacement
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$9,900.00 $9,900
2 12" D.I. Waterline 990 L.F.$80.00 $79,200
3 8" Tee 2 Each $950.00 $1,900
4 45° Bend 1 Each $650.00 $650
5 22.5° Bend 1 Each $600.00 $600
6 12" Gate Valves 2 Each $3,000.00 $6,000
7 Tie-ins to Existing Piping 2 Each $5,000.00 $10,000
8 $10,825
$119,075
9 $8,931
10 $8,931
11 $2,382
$139,318
CW-08 12" Waterline
Brian Head Town
Project 08 - 12" Waterline
Engineer's Preliminary Opinion of Probable Cost
June 14, 2021
PROJECT TOTAL
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Purchase Portable Sewer Camera Crawler 1 L.S.$60,000.00 $60,000
$60,000 PROJECT TOTAL
Brian Head Town
Project 09 - Portable Sewer Camera Crawler
Engineer's Preliminary Opinion of Probable Cost
July 17, 2022
SS-01 Portable Sewer Camera Crawler
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$5,000.00 $5,000
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 404 L.F.$75.00 $30,300
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)1,212 S.F.$1.00 $1,212
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $5,451
$59,963
8 $4,497
9 $4,497
10 $1,199
$70,157
1 Mobilization @ 10%1 L.S.$5,000.00 $5,000
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 405 L.F.$75.00 $30,375
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)1,215 S.F.$1.00 $1,215
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $5,459
$60,049
8 $4,504
9 $4,504
10 $1,201
$70,257
1 Mobilization @ 10%1 L.S.$5,000.00 $5,000
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 401 L.F.$75.00 $30,075
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)1,203 S.F.$1.00 $1,203
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $5,428
$59,706
8 $4,478
9 $4,478
10 $1,194
$69,856
SS-02A Sewer Pipe 150
Brian Head Town
Project 10 - Canyon Sewer Replacement
Engineer's Preliminary Opinion of Probable Cost
January 17, 2022
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-02A Sewer Pipe 150 Total
SS-02B Sewer Pipe 103 (1)
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-02B Sewer Pipe 103 (1) Total
SS-02C Sewer Pipe 167
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-02C Sewer Pipe 167 Total
1 Mobilization @ 10%1 L.S.$4,500.00 $4,500
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 334 L.F.$75.00 $25,050
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)1,002 S.F.$1.00 $1,002
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $4,855
$53,407
8 $4,006
9 $4,006
10 $1,068
$62,486
1 Mobilization @ 10%1 L.S.$4,900.00 $4,900
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 397 L.F.$75.00 $29,775
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)1,191 S.F.$1.00 $1,191
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $5,387
$59,253
8 $4,444
9 $4,444
10 $1,185
$69,326
1 Mobilization @ 10%1 L.S.$3,100.00 $3,100
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 163 L.F.$75.00 $12,225
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)489 S.F.$1.00 $489
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $3,381
$37,195
8 $2,790
9 $2,790
10 $744
$43,519
1 Mobilization @ 10%1 L.S.$7,900.00 $7,900
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 684 L.F.$75.00 $51,300
3 Remove & Replace 60" Manhole 3 Each $7,000.00 $21,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)2,052 S.F.$1.00 $2,052
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $8,625
$94,877
8 $7,116
9 $7,116
10 $1,898
$111,006
SS-02G Sewer Pipes 163 & 164
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-02G Sewer Pipe 163 & 164 Total
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
Design Engineering @ 7.5%
SS-02D Sewer Pipe 106
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-02D Sewer Pipe 106 Total
SS-02E Sewer Pipe 170
Construction Contingency @ 10%
Construction Subtotal
SS-02F Sewer Pipe 113 Total
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-02E Sewer Pipe 170 Total
SS-02F Sewer Pipe 113
Construction Contingency @ 10%
Construction Subtotal
1 Mobilization @ 10%1 L.S.$5,000.00 $5,000
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 400 L.F.$75.00 $30,000
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)1,200 S.F.$1.00 $1,200
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $5,420
$59,620
8 $4,472
9 $4,472
10 $1,192
$69,755
1 Mobilization @ 10%1 L.S.$4,100.00 $4,100
2 Remove & Replace 12" PVC SDR35 Sewer Pipe 285 L.F.$75.00 $21,375
3 Remove & Replace 60" Manhole 2 Each $7,000.00 $14,000
4 Bypass Pumping 1 L.S.$2,000.00 $2,000
5 6" Roadbase (3' Wide)855 S.F.$1.00 $855
6 Traffic Control 1 L.S.$2,000.00 $2,000
7 $4,433
$48,763
8 $3,657
9 $3,657
10 $975
$57,053
$623,415
SS-02H Sewer Pipe 176
Construction Contingency @ 10%
Construction Subtotal
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-02H Sewer Pipe 176 Total
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
PROJECT TOTAL
SS-02I Sewer Pipe 160 Total
SS-02I Sewer Pipe 160
Design Engineering @ 7.5%
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$49,000.00 $49,000
2 Install 8" PVC SDR35 Sewer Pipe 3,280 L.F.$90.00 $295,200
3 Install 60" Sewer Manhole 16 Each $10,000.00 $160,000
4 Connecting to Existing Sewer Manhole 1 Each $2,000.00 $2,000
5 6" Roadbase 32,800 S.F.$1.00 $32,800
6 $53,900
$592,900
7 $44,468
8 $44,468
9 $11,858
$693,693 PROJECT TOTAL
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-03 8" Sewer
Brian Head Town
Project 11 - Snow Shoe Drive & Toboggan Lane Sewer
Engineer's Preliminary Opinion of Probable Cost
January 17, 2022
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$24,500.00 $24,500
2 8" PVC SDR35 Sewer Pipe 1,810 L.F.$90.00 $162,900
3 60" Manhole 6 Each $10,000.00 $60,000
4 Connect to Existing Manhole 2 Each $2,000.00 $4,000
5 6" Roadbase 18,100 S.F.$1.00 $18,100
6 $26,950
$296,450
7 $22,234
8 $22,234
9 $5,929
$346,847
1 Mobilization @ 10%1 L.S.$38,500.00 $38,500
2 8" PVC SDR35 Sewer Pipe 2,810 L.F.$90.00 $252,900
3 60" Manhole 10 Each $10,000.00 $100,000
4 Connect to Existing Manhole 2 Each $2,000.00 $4,000
5 6" Roadbase 28,100 S.F.$1.00 $28,100
6 $42,350
$465,850
7 $34,939
8 $34,939
9 $9,317
$545,045
1 Mobilization @ 10%1 L.S.$22,500.00 $22,500
2 8" PVC SDR35 Sewer Pipe 1,630 L.F.$90.00 $146,700
3 60" Manhole 6 Each $10,000.00 $60,000
4 Connect to Existing Manhole 1 Each $2,000.00 $2,000
5 6" Roadbase 16,300 S.F.$1.00 $16,300
6 $24,750
$272,250
7 $20,419
8 $20,419
9 $5,445
$318,533 SS-04C 8" Sewer Total
SS-04C 8" Sewer
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-04A 8" Sewer Total
SS-04B 8" Sewer
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-04B 8" Sewer Total
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-04A 8" Sewer
Brian Head Town
Project 12 - Mountain View Drive Area Sewer
Engineer's Preliminary Opinion of Probable Cost
January 17, 2022
1 Mobilization @ 10%1 L.S.$15,000.00 $15,000
2 8" PVC SDR35 Sewer Pipe 1,080 L.F.$90.00 $97,200
3 60" Manhole 4 Each $10,000.00 $40,000
4 Connect to Existing Manhole 1 Each $2,000.00 $2,000
5 6" Roadbase 10,800 S.F.$1.00 $10,800
6 $16,500
$181,500
7 $13,613
8 $13,613
9 $3,630
$212,355
1 Mobilization @ 10%1 L.S.$15,100.00 $15,100
2 8" PVC SDR35 Sewer Pipe 1,090 L.F.$90.00 $98,100
3 60" Manhole 4 Each $10,000.00 $40,000
4 Connect to Existing Manhole 1 Each $2,000.00 $2,000
5 6" Roadbase 10,900 S.F.$1.00 $10,900
6 $16,610
$182,710
7 $13,703
8 $13,703
9 $3,654
$213,771
1 Mobilization @ 10%1 L.S.$20,200.00 $20,200
2 8" PVC SDR35 Sewer Pipe 1,580 L.F.$90.00 $142,200
3 60" Manhole 4 Each $10,000.00 $40,000
4 Connect to Existing Manhole 2 Each $2,000.00 $4,000
5 6" Roadbase 15,800 S.F.$1.00 $15,800
6 $22,220
$244,420
7 $18,332
8 $18,332
9 $4,888
$285,971
$1,922,521
SS-04F 8" Sewer Total
PROJECT TOTAL
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-04E 8" Sewer Total
SS-04F 8" Sewer
Construction Contingency @ 10%
SS-04E 8" Sewer
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-04D 8" Sewer
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-04D 8" Sewer Total
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$17,200.00 $17,200
2 8" PVC SDR35 Sewer Pipe 1,360 L.F.$85.00 $115,600
3 60" Manhole 4 Each $10,000.00 $40,000
4 Connect to Existing Manhole 1 Each $2,000.00 $2,000
5 6" Roadbase 13,600 S.F.$1.00 $13,600
6 $18,840
$207,240
7 $15,543
8 $15,543
9 $4,145
$242,471
1 Mobilization @ 10%1 L.S.$14,200.00 $14,200
2 8" PVC SDR35 Sewer Pipe 1,150 L.F.$85.00 $97,750
3 60" Manhole 3 Each $10,000.00 $30,000
4 Connect to Existing Manhole 1 Each $2,000.00 $2,000
5 6" Roadbase 11,500 S.F.$1.00 $11,500
6 $15,545
$170,995
7 $12,825
8 $12,825
9 $3,420
$200,064
$442,535PROJECT TOTAL
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-05B 8" Sewer Total
Construction Subtotal
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
SS-05A 8" Sewer Total
SS-05B 8" Sewer
Construction Contingency @ 10%
SS-05A 8" Sewer
Brian Head Town
Project 13 - Ridge Top Drive Sewer
Engineer's Preliminary Opinion of Probable Cost
January 17, 2022
ITEM NO.ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ITEM PRICE
1 Mobilization @ 10%1 L.S.$89,300.00 $89,300
2 8" PVC SDR35 Sewer Pipe 6,090 L.F.$90.00 $548,100
3 60" Manhole 28 Each $10,000.00 $280,000
4 Connect to Existing Manhole 2 Each $2,000.00 $4,000
5 6" Roadbase 60,900 S.F.$1.00 $60,900
6 $98,230
$1,080,530
7 $81,040
8 $81,040
9 $21,611
$1,264,220
1 Mobilization @ 10%1 L.S.$50,100.00 $50,100
2 8" PVC SDR35 Sewer Pipe 3,270 L.F.$90.00 $294,300
3 60" Manhole 17 Each $10,000.00 $170,000
4 Connect to Existing Manhole 2 Each $2,000.00 $4,000
5 6" Roadbase 32,700 S.F.$1.00 $32,700
6 $55,110
$606,210
7 $45,466
8 $45,466
9 $12,124
$709,266
$1,973,486PROJECT TOTAL
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-06B 8" Waterline Total
Construction Subtotal
Construction Contingency @ 10%
Construction Subtotal
Design Engineering @ 7.5%
Construction Observation and Testing @ 7.5%
Administrative Costs @ 2%
CW-06A 8" Waterline Total
CW-06B 8" Waterline
Construction Contingency @ 10%
SS-06A 8" Sewer
Brian Head Town
Project 14 - Aspen Drive Sewer
Engineer's Preliminary Opinion of Probable Cost
January 17, 2022

Appendix C. Readings
A. Water Meter Readings
B. Sanitary Sewer Flows

Appendix D. Water Right Information
A. Brian Head Town Municipal Use Water Rights - Wells
B. Brian Head Town Municipal Use Water Rights Leased from
Reservoir Company – Springs
C. Brian Head Town Snow Making Water Rights
D. Brian Head Town Water Rights Being Leased to Parowan
Valley (Heil Water Right)
Water
Right #Record Owner Status Quantity
(acre-ft)
Priority
Date
Certificate
Date Well #Change
Application
Change
Application
Priority
Proof Due
Date*Notes
75-661 Town of Brian Head Certificated 1889 6/26/1998
75-662 Town of Brian Head Certificated 1889 6/26/1998
75-663 Town of Brian Head Certificated 1889 6/26/1998
75-664 Town of Brian Head Certificated 1889 6/26/1998
75-1704 Town of Brian Head Approved 250 1860 N/A Crystal Mountain (3918)a17198 10/19/2010 8/31/2030
Water
Right #Record Owner Status Flow
(acre-ft)
Priority
Date
Certificate
Date Source Change
Application
Change
Application
Priority
Proof Due
Date*Notes
75-1514 Parowan Reservoir
Company/Brian Head Water User's Claim 31 1860 11/7/1991 Salt Pile, Decker, Quaking Aspen, Rock, Brian
Head Seeps, Mammoth Hills #1 - #3 a12265 4/28/1982 N/A Election filed in adjudication, proof is not required
75-1515 Parowan Reservoir & Irrigation
Company/Brian Head Water User's Claim 300 1860 11/7/1991 Salt Pile, Decker, Quaking Aspen, Rock, Brian
Head Seeps, Mammoth Hills #1 - #3 a12266 4/28/1982 N/A Election filed in adjudication, proof is not required
Water
Right #Record Owner Status Quantity
(acre-ft)
Priority
Date
Certificate
Date Well #Change
Application
Change
Application
Priority
Proof Due
Date*Notes
75-1693
Parowan Reservoir
Company/Brian Head Town/
Brian Head Ski Limited
Certificated 150 1860 8/30/2002 Crystal Mountain (3198) & Town Hall (3954)a22707 10/30/1998 N/A
150 ac-ft can be pumped and 22.5 ac-ft consumed for
snowmaking. Certificated after change application (08-30/2002),
proof is not required.
Water
Right #Record Owner Status Quantity
(acre-ft)
Priority
Date
Certificate
Date Location Change
Application
Change
Application
Priority
Proof Due
Date*Notes
75-2019 Brian Head Special Service
District Water User's Claim 243.08 12/1/1945 N/A Located in Parowan Valley (Well ID# 13999)t46905 3/16/2021 N/A
75-2034 Brian Head Special Service
District Water User's Claim 156.92 12/1/1945 N/A Gurr (14017), Bear Flat (434816), & Town Hall (39 a47416 6/9/2021 N/A
A pending change application seeks to transfer to the Biran Head
area. With change from irrigation to culinary, the useable amount
is reduced to the historically consumed amount, which is 94.67
acre-feet.
* If the Change Application proof due date is not met, the water right will be reverted to its original source and location.
6/30/20254/5/2011
Brian Head Town Water Rights Being Leased to Parowan Valley (Heil Water Right)
a37313
Brian Head Water Rights Summary
As of June 2021
Brian Head Town Munical Use Water Rights - Wells
Brian Head Town Munical Use Water Rights Leased From Reservoir Company - Springs
Brian Head Town Snow Making Water Rights
234.66
These water rights are based on the Dry Canyon Agreement. Only
the amount of water avaliable under this agreement can be
diverted, limited to 234.66 acre-feet.
Gurr (14017), Town Hall (3954), & Bear Flat
(434816)
2/11/2021 C H P R I N T (a13560)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a13560 1/1
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a13560 WATER RIGHT: 75-661 CERT. NO.: AMENDATORY? Yes COUNTY TAX ID#:
BASE WATER RIGHTS: 75-661
RIGHT EVIDENCED BY: 75-661,75-662,75-663,75-664, Diligence
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Town of Brian Head a municipal corporation
ADDR: P. O. Box 68
Brian Head UT 84719
REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 06/20/1985|PRIORITY: 06/20/1985|ADV BEGAN: 07/25/1985|ADV ENDED: |NEWSPAPER: The Spectrum
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd:09/07/1985|PROTESTED: [Yes ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:07/18/1986|PROOF DUE: 12/31/1993
EXTENSION: |ELEC/PROOF:[Proof ]|ELEC/PROOF:03/25/1993|CERT/WUC: 06/26/1998|LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Certificated
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 234.66 acre-feet ||FLOW: 234.66 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Underground Water Well ||SOURCE: Underground Water Well |
|----------------------------------------------------------------||----------------------------------------------------------------|
|COUNTY: Iron ||COUNTY: Iron COM DESC: at Brianhead |
|----------------------------------------------------------------||----------------------------------------------------------------|
| || This water right is based on a |
| || permanent change/exchange known as the "Gurr" |
| || water right out of Dry Canyon. Only |
| || that amount of water available at the |
| || Dry Canyon measuring point is |
| || available for pumping and use at Brianhead. |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||SAME AS HERETOFORE, AND IN ADDITION TO: (Click link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Underground: ||UNDERGROUND: (Click Link for PLAT data, Well ID# link for data.)|
|(1) N 1167 ft W 192 ft from SE cor, Sec 34, T 35S, R 9W, SLBM||(1) N 1167 ft W 192 ft from SE cor, Sec 34, T 35S, R 9W, SLBM|
| Diameter: 8 ins. Depth: 600 to ft. WELL ID#: 000000 || Diameter: 8 ins. Depth: 600 to ft. WELL ID#: 14017 |
| ||(2) S 675 ft E 162 ft from NW cor, Sec 11, T 36S, R 9W, SLBM|
| || Diameter: 6 ins. Depth: 700 to ft. WELL ID#: 3954 |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 27 T 35S R 9W SLBM * : : : ** : : : ** : : : ** : :X:X*|| |
|Sec 34 T 35S R 9W SLBM * : : :X**X:X:X: ** :X: :X**X:X:X: *|| |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|................................................................||................................................................|
|DOM: 322.0000 USED 01/01 - 12/31|| |
|................................................................||................................................................|
| ||MUN: Brian Head USED 01/01 - 12/31|
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
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Water Right Details for 75-661
Utah Division of Water Rights 2/11/2021 4:21 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-661 Application/Claim:Certificate:
Changes:
a12469 (Filed: 09/17/1982)Withdrawn
a13560 (Filed: 06/20/1985) Certificated
t87-75-57 (Filed: 09/30/1987) Expired
t90-75-1 (Filed: 01/26/1990) Expired
a37313 (Filed: 04/05/2011)Approved
Owners:
Name: Town of Brian Head (Public Water Supplier)
Address: 56 North Highway 143
PO Box 190068
Brian Head UT 84719 Interest:
Remarks:
General:
Type of Right: Diligence Claim Source of Info.: Certificate Status: Certificated
Quantity of Water: 234.66 ACFT
Source: Underground Water Wells (2)
County: Iron
Common Description:
Proposed Det. Book: 75-2 Map: 36 Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System:
Dates:
Filing:
Filed:
Priority: / /1889 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date: 06/26/1998 Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-661 2/11/2021 4:21 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Underground:
(1) N 1168 ft. W 180 ft. from SE corner, Sec 34 T 35S R 9W SLBM
Well Diameter: 8 in. Depth: 600 to ft. Year Drilled: 1977 Well Log: Yes Well Id#:
Elevation:UTM: 336711.549, 4175174.276 (NAD83)
Source/Cmnt:
(2) S 164 ft. E 679 ft. from NW corner, Sec 11 T 36S R 9W SLBM
Well Diameter: 12 in. Depth: 700 to ft. Year Drilled: 1991 Well Log: Yes Well Id#: 3954
Elevation:UTM: 336940.519, 4173148.929 (NAD83)
Source/Cmnt:
Proposed Water Uses:
Proposed Water Uses - Group Number: 607351
Water Rights Appurtenant to the following use(s):
75-661(CERT), 75-662(CERT), 75-663(CERT), 75-664(CERT),
Water Use Types:
Municipal: Brian Head Period of Use: 01/01 to 12/31
Acre Feet Contributed by this Right for this Use: 234.66
Use Totals:
Municipal sole-supply total: 234.66 acft
Other Comments:
This water right is based on the Dry Canyon Agreement. Only the amount of
water available under this agreement can be diverted, limited to 234.66 acre-
feet.
Nonuses
Filed: 08/11/1989 Expiration Date:08/31/1994
Advertising:
Publication Began: 10/19/1989 Publication End:Newspaper:
Protested: Not Protested Protest End Date:Hearing Held:
Approval:
SE Action: Approved Action Date: 02/12/1990
Comments:
Proof submitted in conjunction with proof of change on a9915, a13560
Water Right Details for 75-661 2/11/2021 4:21 PM
Utah Division of Water Rights Page 2 of 2
Water Right Details for 75-662
Utah Division of Water Rights 2/11/2021 4:24 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-662 Application/Claim:Certificate:
Changes:
13560 (Filed:Certificated
a37313 (Filed: 04/05/2011)Approved
Owners:
Name: Town of Brian Head (Public Water Supplier)
Address: 56 North Highway 143
PO Box 190068
Brian Head UT 84719 Interest:
Remarks:
General:
Type of Right: Diligence Claim Source of Info.: Certificate Status: Certificated
Quantity of Water:
Source: Underground Water Wells (2)
County: Iron
Common Description:
Proposed Det. Book: 75-Map: 36 Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System:
Dates:
Filing:
Filed:
Priority: / /1889 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date: 06/26/1998 Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-662 2/11/2021 4:24 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Underground:
(1) N 1168 ft. W 180 ft. from SE corner, Sec 34 T 35S R 9W SLBM
Well Diameter: 8 in. Depth: 600 to ft. Year Drilled: 1977 Well Log: Yes Well Id#:
Elevation:UTM: 336711.549, 4175174.276 (NAD83)
Source/Cmnt:
(2) S 164 ft. E 679 ft. from NW corner, Sec 11 T 36S R 9W SLBM
Well Diameter: 6 in. Depth: 700 to ft. Year Drilled: 1991 Well Log: Yes Well Id#: 3954
Elevation:UTM: 336940.519, 4173148.929 (NAD83)
Source/Cmnt:
Proposed Water Uses:
Proposed Water Uses - Group Number: 607351
Water Rights Appurtenant to the following use(s):
75-661(CERT), 75-662(CERT), 75-663(CERT), 75-664(CERT),
Water Use Types:
Municipal: Brian Head Period of Use: 01/01 to 12/31
Acre Feet Contributed by this Right for this Use: Unevaluated
Use Totals:
Municipal sole-supply total: Unevaluated acft
Other Comments:
See 75-661 for flow.
This water right is based on the Dry Canyon Agreement. Only the amount of
water available under this agreement can be diverted, limited to 234.66 acre-
feet.
Water Right Details for 75-662 2/11/2021 4:24 PM
Utah Division of Water Rights Page 2 of 2
Water Right Details for 75-663
Utah Division of Water Rights 2/11/2021 4:25 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-663 Application/Claim:Certificate:
Changes:
a37313 (Filed: 04/05/2011)Approved
Owners:
Name: Town of Brian Head (Public Water Supplier)
Address: 56 North Highway 143
PO Box 190068
Brian Head UT 84719 Interest: 100%
Remarks:
General:
Type of Right: Diligence Claim Source of Info.: Certificate Status: Certificated
Quantity of Water:
Source: Underground Water Wells (2)
County: Iron
Common Description:
Proposed Det. Book: 75-Map: 36 Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System:
Dates:
Filing:
Filed:
Priority: / /1889 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date: 06/26/1998 Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-663 2/11/2021 4:25 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Underground:
(1) N 1168 ft. W 180 ft. from SE corner, Sec 34 T 35S R 9W SLBM
Well Diameter: 8 in. Depth: 600 to ft. Year Drilled: 1977 Well Log: Yes Well Id#:
Elevation:UTM: 336711.549, 4175174.276 (NAD83)
Source/Cmnt:
(2) S 164 ft. E 679 ft. from NW corner, Sec 11 T 36S R 9W SLBM
Well Diameter: 6 in. Depth: 700 to ft. Year Drilled: 1991 Well Log: Yes Well Id#: 3954
Elevation:UTM: 336940.519, 4173148.929 (NAD83)
Source/Cmnt:
Proposed Water Uses:
Proposed Water Uses - Group Number: 607351
Water Rights Appurtenant to the following use(s):
75-661(CERT), 75-662(CERT), 75-663(CERT), 75-664(CERT),
Water Use Types:
Municipal: Brian Head Period of Use: 01/01 to 12/31
Acre Feet Contributed by this Right for this Use: Unevaluated
Use Totals:
Municipal sole-supply total: Unevaluated acft
Other Comments:
See 75-661 for flow.
This water right is based on the Dry Canyon Agreement. Only the amount of
water available under this agreement can be diverted, limited to 234.66 acre-
feet.
Water Right Details for 75-663 2/11/2021 4:25 PM
Utah Division of Water Rights Page 2 of 2
Water Right Details for 75-664
Utah Division of Water Rights 2/11/2021 4:26 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-664 Application/Claim:Certificate:
Changes:
a9915 (Filed:
a37313 (Filed: 04/05/2011)Approved
Owners:
Name: Town of Brian Head (Public Water Supplier)
Address: 56 North Highway 143
PO Box 190068
Brian Head UT 84719 Interest:
Remarks:
General:
Type of Right: Diligence Claim Source of Info.: Certificate Status: Certificated
Quantity of Water:
Source: Underground Water Wells (2)
County: Iron
Common Description:
Proposed Det. Book: 75-Map: 36 Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System:
Dates:
Filing:
Filed:
Priority: / /1889 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date: 06/26/1998 Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-664 2/11/2021 4:26 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Underground:
(1) N 1168 ft. W 180 ft. from SE corner, Sec 34 T 35S R 9W SLBM
Well Diameter: 8 in. Depth: 600 to ft. Year Drilled: 1977 Well Log: Yes Well Id#:
Elevation:UTM: 336711.549, 4175174.276 (NAD83)
Source/Cmnt:
(2) S 164 ft. E 679 ft. from NW corner, Sec 11 T 36S R 9W SLBM
Well Diameter: 6 in. Depth: 700 to ft. Year Drilled: 1991 Well Log: Yes Well Id#: 3954
Elevation:UTM: 336940.519, 4173148.929 (NAD83)
Source/Cmnt:
Proposed Water Uses:
Proposed Water Uses - Group Number: 607351
Water Rights Appurtenant to the following use(s):
75-661(CERT), 75-662(CERT), 75-663(CERT), 75-664(CERT),
Water Use Types:
Municipal: Brian Head Period of Use: 01/01 to 12/31
Acre Feet Contributed by this Right for this Use: Unevaluated
Use Totals:
Municipal sole-supply total: Unevaluated acft
Other Comments:
See 75-661 for flow.
This water right is based on the Dry Canyon Agreement. Only the amount of
water available under this agreement can be diverted, limited to 234.66 acre-
feet.
Water Right Details for 75-664 2/11/2021 4:26 PM
Utah Division of Water Rights Page 2 of 2
2/13/2021 C H P R I N T (a37313)
https://waterrights.utah.gov/cblapps/chprint.exe?chnum=a37313 1/2
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/13/2021 Page 1
CHANGE: a37313 WATER RIGHT: 75-661 CERT. NO.: AMENDATORY? No COUNTY TAX ID#:
BASE WATER RIGHTS: 75-661
75-662
75-663
75-664
RIGHT EVIDENCED BY: 75-661, 75-662, 75-663, 75-664
CHANGES: Point of Diversion [X], Place of Use [ ], Nature of Use [ ], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Town of Brian Head (Public Water Supplier)
ADDR: P.O. Box 190068
Brian Head UT 84719
REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 04/05/2011|PRIORITY: 04/05/2011|ADV BEGAN: 04/21/2011|ADV ENDED: 04/28/2011|NEWSPAPER: The Spectrum
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd:05/18/2011|PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:06/27/2011|PROOF DUE: 06/30/2025
EXTENSION: |ELEC/PROOF:[ ]|ELEC/PROOF: |CERT/WUC: |LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: 09/11/2014|RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Approved
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 234.66 acre-feet ||FLOW: 234.66 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Underground Water Wells (2) ||SOURCE: Underground Water Wells (3) 2 Existing - 1 new |
|----------------------------------------------------------------||----------------------------------------------------------------|
|COUNTY: Iron ||COUNTY: Iron COM DESC: Serv. area Town of Brian Head |
|----------------------------------------------------------------||----------------------------------------------------------------|
| || This application adds a new well for |
| || the Town as part of a major update to the |
| || Town`s water system. The total |
| || diversion under this application from the three |
| || wells will be no more than 234.66 |
| || acre-feet, and all diversions under this |
| || application are subject to the Dry |
| || Canyon Agreement. |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
| || |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||SAME AS HERETOFORE, AND IN ADDITION TO: (Click link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Underground: ||UNDERGROUND: (Click Link for PLAT data, Well ID# link for data.)|
|(1) N 1168 ft W 180 ft from SE cor, Sec 34, T 35S, R 9W, SLBM||(1) S 568 ft E 2182 ft from W4 cor, Sec 02, T 36S, R 9W, SLBM|
| Diameter: 8 ins. Depth: 600 to ft. WELL ID#: 14017 || Diameter: 16 ins. Depth: 1500 to ft. WELL ID#: 434816 |
|(2) S 164 ft E 679 ft from NW cor, Sec 11, T 36S, R 9W, SLBM|| |
| Diameter: 12 ins. Depth: 700 to ft. WELL ID#: 3954 || |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||SAME AS HERETOFORE |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
Services Agencies Search Utah.gov
2/13/2021 C H P R I N T (a37313)
https://waterrights.utah.gov/cblapps/chprint.exe?chnum=a37313 2/2
|SUPPLEMENTAL to Other Water Rights: Yes ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|................................................................||................................................................|
|MUN: Brian Head USED 01/01 - 12/31|| |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
*----------------------------------------------------------------------------------------------------------------------------------*
EXTENSIONS OF TIME WITHIN WHICH TO FILE PROOF***************************************************************************************
*----------------------------------------------------------------------------------------------------------------------------------*
FILED: 08/11/2016|PUB BEGAN: |PUB ENDED: |NEWSPAPER: No Adv Required
ProtestEnd: |PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:10/12/2016|PROOF DUE: 06/30/2025
------------------------------------------------------------------------------------------------------------------------------------
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
Utah.gov | Natural Resources | Contact | Terms of Use | Privacy Policy | Accessibility Policy | Translate Utah.gov

2/11/2021 C H P R I N T (a17198)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a17198 1/2
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a17198 WATER RIGHT: 75-1704 CERT. NO.: AMENDATORY? No COUNTY TAX ID#:
BASE WATER RIGHTS: 75-1704
RIGHT EVIDENCED BY: a deeded portion of 75-1562 (a13135)
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Town of Brian Head
ADDR: P.O. Box 190068
Brian Head UT 84719
INTEREST: 100% REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 02/09/1993|PRIORITY: 10/19/2010|ADV BEGAN: 03/04/1993|ADV ENDED: |NEWSPAPER: The Spectrum
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd:04/17/1993|PROTESTED: [Hear Hel]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:08/13/1993|PROOF DUE: 09/30/2020
EXTENSION: 09/29/2020|ELEC/PROOF:[ ]|ELEC/PROOF: |CERT/WUC: |LAP, ETC: |LAPS LETTER:10/15/2010
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Approved
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 250.0 acre-feet ||FLOW: 250.0 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Seven Springs,Browns Creek, New Well ||SOURCE: Underground Well/Spring Aquifer |
|----------------------------------------------------------------||----------------------------------------------------------------|
|COUNTY: Iron ||COUNTY: Iron COM DESC: near Brian Head |
|----------------------------------------------------------------||----------------------------------------------------------------|
| The irrigation will include a golf || The 250 acre feet of water will be |
| course and landscaping around the place of || pumped from a well developed in an aquifer |
| use for the recreational development. || that contributes to the spring flows |
| || and natural flow of the Brown's Creek |
| || drainage area. The water will be |
| || transported through a 6 inch pipeline to the |
| || existing Brian Head Town culinary |
| || water system or into a private pipeline, and |
| || then distributed to places of use as |
| || described. This application for change |
| || is being filed in the names of the |
| || Town of Brian Head and Brian Head North |
| || Development Corporation, subject to a |
| || purchase agreement. |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Surface: || |
|(1) N 1219 ft E 374 ft from SW cor, Sec 03, T 36S, R 9W, SLBM|| |
| Dvrting Wks: Spring collection boxes || |
| Source: || |
|(2) N 971 ft W 1448 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|| |
| Dvrting Wks: Spring Collection Boxes || |
| Source: || |
|(3) N 1066 ft W 1414 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|| |
| Dvrting Wks: Spring Collection Boxes || |
| Source: || |
|(4) N 1181 ft W 1934 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|| |
| Dvrting Wks: Spring Collection Boxes || |
| Source: || |
|(5) N 2255 ft E 1539 ft from W4 cor, Sec 04, T 36S, R 9W, SLBM|| |
| Dvrting Wks: Spring Collection Boxes || |
| Source: || |
|(6) N 36 ft W 2140 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|| |
| Dvrting Wks: Spring collection box || |
| Source: || |
|(7) S 560 ft E 1040 ft from NW cor, Sec 09, T 36S, R 9W, SLBM|| |
| Dvrting Wks: || |
| Source: Browns Creek || |
|(8) S 1230 ft E 680 ft from NW cor, Sec 09, T 36S, R 9W, SLBM|| |
| Dvrting Wks: Spring Collection Box || |
| Source: || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Underground: ||UNDERGROUND: (Click Link for PLAT data, Well ID# link for data.)|
|(1) N 300 ft W 1100 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM||(1) N 300 ft W 1100 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|
| Diameter: 12 ins. Depth: 400 to ft. WELL ID#: 000000 || Diameter: 8 ins. Depth: 100 to 400 ft. WELL ID#: 3198 |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
Services Agencies Search Utah.gov
2/11/2021 C H P R I N T (a17198)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a17198 2/2
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 03 T 36S R 9W SLBM * : : : ** : : : **X: : : ** : : : *||Sec 24 T 35S R 9W SLBM * : : : ** : : : ** : : : ** : : :X*|
|Sec 04 T 36S R 9W SLBM *LOT 5 ||Sec 25 T 35S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
|Sec 04 T 36S R 9W SLBM *LOT 6 ||Sec 26 T 35S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
|Sec 04 T 36S R 9W SLBM *LOT 9 ||Sec 27 T 35S R 9W SLBM * : : : ** : : : **X:X:X:X**X:X:X:X*|
|Sec 04 T 36S R 9W SLBM *LOT 10 ||Sec 34 T 35S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
|Sec 04 T 36S R 9W SLBM *LOT 11 ||Sec 35 T 35S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
|Sec 04 T 36S R 9W SLBM *LOT 12 ||Sec 36 T 35S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
| ||Sec 01 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
| ||Sec 02 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
| ||Sec 03 T 36S R 9W SLBM * : : : **X:X:X:X** : : : **X:X:X:X*|
| ||Sec 10 T 36S R 9W SLBM * : : : **X:X:X:X** : : : ** : : : *|
| ||Sec 11 T 36S R 9W SLBM *X:X:X:X** : : : **X:X:X:X** : : : *|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR: 20.0000 USED 03/01 - 10/31|| |
|................................................................||................................................................|
| ||MUN: Brian Head USED 01/01 - 12/31|
|----------------------------------------------------------------||----------------------------------------------------------------|
|................................................................||................................................................|
|................................................................||................................................................|
|OTH: OTHER: Resort, restaurants, USED 01/01 - 12/31||OTH: OTHER: Resort, restaurants, USED 01/01 - 12/31|
| hotels, condominiums, snowmaking, and recreation. || hotels, condominiums, cabins, snowmaking, and recreation. |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
*----------------------------------------------------------------------------------------------------------------------------------*
SEGREGATION HISTORY*****************************************************************************************************************
*----------------------------------------------------------------------------------------------------------------------------------*
This Change was Segregated from a13135a, WRNUM: 75-1704, Approval Date: Sep 07, 1984 under which Proof is to be submitted.
a17198 was originally filed for:
FLOW IN QUANTITY IN *---------W A T E R U S E S---------*
CFS ACRE-FEET IRRIGATED STOCK DOMESTIC
ACREAGE (ELUs) (FAMILIES)
250.000
OTHER: Municipal, Recreation
Resort,restaurants,hotels,condos,cabins,snowmaking and recreation.
*----------------------------------------------------------------------------------------------------------------------------------*
*----------------------------------------------------------------------------------------------------------------------------------*
*----------------------------------------------------------------------------------------------------------------------------------*
*----------------------------------------------------------------------------------------------------------------------------------*
PROTESTANTS*************************************************************************************************************************
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: State of Utah Division of Wildlife Resources NAME: Summit Special Service District
ADDR: c/o Timothy H. Provan ADDR: c/o Ralph Green
1594 West North Temple, Ste 2110 P. O. Box 152
Salt Lake City UT 84114-6301 Summit UT 84772
TYPE: APPL TYPE: APPL
RCVD: 04/16/1993 RCVD: 04/12/1993
------------------------------------------------------------------------------------------------------------------------------------
*----------------------------------------------------------------------------------------------------------------------------------*
EXTENSIONS OF TIME WITHIN WHICH TO FILE PROOF***************************************************************************************
*----------------------------------------------------------------------------------------------------------------------------------*
FILED: 09/04/1998|PUB BEGAN: 04/13/2000|PUB ENDED: |NEWSPAPER: The Spectrum
ProtestEnd:05/10/2000|PROTESTED: [Yes ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:10/05/2000|PROOF DUE: 09/30/2002
------------------------------------------------------------------------------------------------------------------------------------
FILED: 09/30/2002|PUB BEGAN: 10/24/2002|PUB ENDED: 10/17/2002|NEWSPAPER: The Spectrum
ProtestEnd:11/20/2002|PROTESTED: [Yes ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:03/27/2003|PROOF DUE: 09/30/2005
------------------------------------------------------------------------------------------------------------------------------------
FILED: 08/25/2005|PUB BEGAN: 09/15/2005|PUB ENDED: 09/22/2005|NEWSPAPER: The Spectrum
ProtestEnd:10/12/2005|PROTESTED: [ ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:02/17/2006|PROOF DUE: 09/30/2010
------------------------------------------------------------------------------------------------------------------------------------
FILED: 10/20/2010|PUB BEGAN: 11/11/2010|PUB ENDED: 11/18/2010|NEWSPAPER: The Spectrum
ProtestEnd:12/08/2010|PROTESTED: [ ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:12/15/2010|PROOF DUE: 09/30/2020
------------------------------------------------------------------------------------------------------------------------------------
FILED: 09/29/2020|PUB BEGAN: 10/15/2020|PUB ENDED: 10/22/2020|NEWSPAPER: The Spectrum
ProtestEnd:11/11/2020|PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [ ]|ActionDate: |PROOF DUE:
------------------------------------------------------------------------------------------------------------------------------------
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
Utah.gov | Natural Resources | Contact | Terms of Use | Privacy Policy | Accessibility Policy | Translate Utah.gov

2/11/2021 C H P R I N T (a13135a)
https://waterrights.utah.gov/cblapps/chprint.exe?chnum=a13135a 1/3
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a13135a WATER RIGHT: 75-1704 CERT. NO.: AMENDATORY? No COUNTY TAX ID#:
BASE WATER RIGHTS: 75-1704
RIGHT EVIDENCED BY: 75-1704 which is a portion of 75-1562 (a13135)
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Town of Brian Head
ADDR: P.O. Box 190068
Brian Head UT 84719
REMARKS: Interest to be conveyed under contract
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 01/29/1993|PRIORITY: 03/22/1984|ADV BEGAN: |ADV ENDED: |NEWSPAPER:
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd: |PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:09/07/1984|PROOF DUE:
EXTENSION: |ELEC/PROOF:[ ]|ELEC/PROOF: |CERT/WUC: |LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Approved
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 250.0 acre-feet ||FLOW: 250.0 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Summit Creek ||SOURCE: Seven Springs, Browns Creek & Well |
|----------------------------------------------------------------||----------------------------------------------------------------|
|COUNTY: Iron ||COUNTY: Iron COM DESC: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| This is a companion filing with that || |
| of Change Application a13135 (75-1562), || |
| filed in the name of Summit Irrigation || |
| & Stock Company and Change Applications || |
| a13136 (75-1563),a13138 (75-303), and || |
| a13139 (75-342) filed by Thomas D. || |
| Robinson & Ola Robinson and Change || |
| Application a9265a, a13137 (75-1564) filed || |
| by Alpine Resort Investments. Through || |
| the filing of these change applications, || |
| the parties intend to create a || |
| domestic water supply for use within a multi- || |
| purpose destination resort to be built || |
| on the above described property. || |
| The water development plan calls for || |
| a two-setp process in establishing the || |
| right to divert and use water at the || |
| development property. First, the water || |
| rights involved in Change Applications || |
| a13136 (75-1563), a13138 (75-303), || |
| a13139 (75-342) and a9265a a13137 || |
| (75-1564) will be transferred to an under- || |
| ground water well to be constructed || |
| and equipped by Alpine Resort Investments. || |
| Alpine will maintain this well and || |
| will also pump and deliver into Summit || |
| Creek 400.0 acre feet of water each || |
| year for the use and benefit of Summit || |
| Irrigation & Stock Company. This will || |
| protect the water rights of Summit from || |
| interference. The Second step in the || |
| process contemplates Alpine developing || |
| a domestic water supply for the resort || |
| under the Summit Irrigation & Stock || |
| Company change application (a13135) || |
| (75-1562). || |
| The multi-purpose destination resort || |
| developed by Alpine will use water for || |
| the irrigation of a golf course, || |
| incidental landscaping and domestic || |
| consumption. To protect water quality || |
| in the drainage, Alpine will pipe the || |
| sewage effluent to the Town of || |
| Brianhead and from there contractually arrange || |
| for piping down Parowan Canyon to || |
| Parowan Valley. || |
| Alpine will provide water meters to || |
| measure it's water use both at the || |
| development property and at the || |
| underground water well near Summit. || |
| Sewage effluent generated by || |
| development within the defined water use area || |
| described on change Application a13135 || |
Services Agencies Search Utah.gov
2/11/2021 C H P R I N T (a13135a)
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| (75-1562) will be piped, via a properly || |
| sized water tight outfallline, from || |
| the development sites to a suitable || |
| connection point with the existing || |
| Brianhead sewage outfall fine located || |
| adjacent to the State Route 143 in || |
| Parowan Canyon, for eventual transmission || |
| to the Parowan City Lagoons for final || |
| disposal. || |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Surface: ||Point Surface: |
|(1) N 680 ft E 1090 ft from W4 cor, Sec 06, T 35S, R 9W, SLBM||(1) N 1219 ft E 374 ft from SW cor, Sec 03, T 36S, R 9W, SLBM|
| Dvrting Wks: Rubble masonry diversion dam || Dvrting Wks: |
| Source: Summit Creek || Source: |
| ||(2) N 36 ft W 2140 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: |
| ||(3) N 971 ft W 1448 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: |
| ||(4) N 971 ft W 1448 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: |
| ||(5) N 1181 ft W 1934 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: |
| ||(6) N 2255 ft E 1539 ft from W4 cor, Sec 04, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: |
| ||(7) S 1230 ft E 680 ft from NW cor, Sec 09, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: |
| ||(8) S 560 ft E 1040 ft from NW cor, Sec 09, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Browns Creek |
| || |
| ||Stream Alt?: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Underground: ||UNDERGROUND: (Click Link for PLAT data, Well ID# link for data.)|
| ||(1) N 300 ft W 1100 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|
| || Diameter: ins. Depth: to ft. WELL ID#: 3198 |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 25 T 34S R 10W SLBM *X: :X:X** : : : **X:X:X:X** : : : *||Sec 03 T 36S R 9W SLBM * : : : ** : : : **X: : : ** : : : *|
|Sec 26 T 34S R 10W SLBM * : : : ** : :X:X** :X:X:X**X:X:X:X*||Sec 04 T 36S R 9W SLBM *LOT 5 |
|Sec 27 T 34S R 10W SLBM * : : : ** : : : ** : : : **X:X:X:X*||Sec 04 T 36S R 9W SLBM *LOT 6 |
|Sec 35 T 34S R 10W SLBM *X:X:X:X**X:X:X:X** : : : **X:X: : *||Sec 04 T 36S R 9W SLBM *LOT 9 |
|Sec 36 T 34S R 10W SLBM *X:X:X:X**X: :X: **X:X:X:X**X: : : *||Sec 04 T 36S R 9W SLBM *LOT 10 |
|Sec 01 T 35S R 10W SLBM *X: : : ** : : : ** : : : ** : : : *||Sec 04 T 36S R 9W SLBM *LOT 11 |
|Sec 02 T 35S R 10W SLBM * : : : **X:X: : ** : : : ** : : : *||Sec 04 T 36S R 9W SLBM *LOT 12 |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR: 62.5000 USED 03/01 - 10/31||IRR: and 20.0000 Group Total USED 03/01 - 10/31|
|................................................................||................................................................|
| ||OTH: COMMERCIAL: resort, restaurants, USED 01/01 - 12/31|
| || hotels, condominiums, snowmaking, and recreation |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
*----------------------------------------------------------------------------------------------------------------------------------*
SEGREGATION HISTORY*****************************************************************************************************************
*----------------------------------------------------------------------------------------------------------------------------------*
This Change was Segregated from a13135, WRNUM: 75-1562, Approval Date: Sep 07, 1984 under which Proof is to be submitted.
a13135a was originally filed for:
FLOW IN QUANTITY IN *---------W A T E R U S E S---------*
CFS ACRE-FEET IRRIGATED STOCK DOMESTIC
ACREAGE (ELUs) (FAMILIES)
250.000 20.0000
OTHER: Other
Resort, restaurants, hotels, condominiums, snowmaking, and recreation
*----------------------------------------------------------------------------------------------------------------------------------*
*----------------------------------------------------------------------------------------------------------------------------------*
The following Changes have been Segregated from a13135a:
*----------------------------------------------------------------------------------------------------------------------------------*
*----------------------------------------------------------------------------------------------------------------------------------*
( 1) CHANGE: a00000 WRNUM: 75-1704 250.000
NAME: Same
2/11/2021 C H P R I N T (a13135a)
https://waterrights.utah.gov/cblapps/chprint.exe?chnum=a13135a 3/3
FILED: STATUS: WD APPR/REJ:
OTHER: Municipal, Recreation
see a17198.Segregation entry to link this change to prior change on same right
*----------------------------------------------------------------------------------------------------------------------------------*
*----------------------------------------------------------------------------------------------------------------------------------*
CFS ACRE-FEET IRRIGATED STOCK DOMESTIC
ACREAGE (ELUs) (FAMILIES)
a13135a currently has: ---------------------------------> ERROR 20.0000
COMMERCIAL-IN CHANGE but NOT SEGMASTER
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240Utah.gov | Natural Resources | Contact | Terms of Use | Privacy Policy | Accessibility Policy | Translate Utah.gov

Water Right Details for 75-1704
Utah Division of Water Rights 2/11/2021 4:16 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-1704 Application/Claim:Certificate:
Changes:
a13135a (Filed: 01/29/1993)Approved
a17198 (Filed: 02/09/1993)Approved
Owners:
Name: Town of Brian Head
Address: P.O. Box 190068
Brian Head UT 84719
Interest: 100%
Remarks:
General:
Type of Right: Decree Source of Info.: Ownership Segregation Status:
Quantity of Water: 250 ACFT
Source: Summit Creek
County: Iron
Common Description:
Proposed Det. Book: 75-Map:Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System:
Dates:
Filing:
Filed:
Priority: / /1860 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date:Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-1704 2/11/2021 4:16 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Surface:
Stream Alteration Required: No
(1) N 680 ft. E 1090 ft. from W4 corner, Sec 06 T 35S R 9W SLBM
Diverting Works: Rubble masonry diversion Source: Summit Creek
Elevation:UTM: 331105.894, 4184164.901
Proposed Water Uses:
Proposed Water Uses - Group Number: 606746
Water Use Types:
Irrigation-Beneficial Use Amount: 62.5 acres Group Total: 62.5 Period of Use: 03/01 to 10/31
Place Of Use:North West North East South West South East Section
NW NE SW SE NW NE SW SE NW NE SW SE NW NE SW SE Totals
Sec 25 T 34S R 10W X X X X X X X
Sec 26 T 34S R 10W X X X X X X X X X
Sec 27 T 34S R 10W X X X X
Sec 35 T 34S R 10W X X X X X X X X X X
Sec 36 T 34S R 10W X X X X X X X X X X X
Sec 01 T 35S R 10W X
Sec 02 T 35S R 10W X X
Group Acreage Total :
Use Totals:
Irrigation sole-supply total: 62.5 acres for a group total of: 62.5 acres
Segregation History:
This Right was Segregated from: 75-1562, with Appl.#:, Approval Date: / / under which Proof is to be submitted.
Flow AND/Quantity Water Uses
as originally in OR/in Irrigated Stock Domestic Acre-Feet
filed:CFS BLANK Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
250.0 62.5
Comment: See change application a17198
This Right Flow Quantity Water Uses
as currently in in Irrigate Stock Domestic Acre-Feet
calculated:CFS Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
250.0 62.5
Water Right Details for 75-1704 2/11/2021 4:16 PM
Utah Division of Water Rights Page 2 of 2
2/11/2021 C H P R I N T (a12265)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a12265 1/2
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a12265 WATER RIGHT: 75-1514 CERT. NO.: AMENDATORY? Yes COUNTY TAX ID#:
BASE WATER RIGHTS: 75-1514
RIGHT EVIDENCED BY: 75-1514,a5618 (Portion of 75-974)
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Parowan Reservoir Company
ADDR: c/o Donna Mitchell
PO Box 541
Parowan UT 84761
INTEREST: 100% REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 04/28/1982|PRIORITY: 04/28/1982|ADV BEGAN: |ADV ENDED: |NEWSPAPER:
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd: |PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [ ]|ActionDate:08/30/1982|PROOF DUE: 12/31/1988
EXTENSION: |ELEC/PROOF:[Election]|ELEC/PROOF:12/20/1988|CERT/WUC: 11/07/1991|LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Water User's Claim
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 31.0 acre-feet ||FLOW: 31.0 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Parowan Main Creek ||SOURCE: Eight Springs |
|COUNTY: Iron ||COUNTY: Iron COM DESC: Brianhead |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Surface: ||Point Surface: |
|(1) S 210 ft E 1500 ft from N4 cor, Sec 11, T 36S, R 9W, SLBM||(1) N 430 ft E 438 ft from SW cor, Sec 01, T 36S, R 9W, SLBM|
| Dvrting Wks: || Dvrting Wks: |
| Source: || Source: Decker Spring |
| ||(2) S 1140 ft W 1332 ft from E4 cor, Sec 01, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Salt Pile Spring |
| ||(3) N 306 ft E 867 ft from S4 cor, Sec 03, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Quaking Aspen Spring |
| ||(4) S 266 ft 0 ft from N4 cor, Sec 10, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Rock Spring |
| ||(5) S 160 ft E 1440 ft from N4 cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Brian Head Seeps Spring |
| ||(6) N 824 ft W 2173 ft from SE cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Mammoth Hills Spring #1 |
| ||(7) N 797 ft W 1786 ft from SE cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Mammoth Hills Spring #3 |
| ||(8) N 664 ft W 2030 ft from SE cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Mommoth Hills Springs #2 |
| || |
| ||Stream Alt?: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 02 T 36S R 9W SLBM *X:X:X:X** : : : ** :X: :X** : :X: *||Sec 27 T 35S R 9W SLBM * : : : ** : : : ** : : : ** : : :X*|
|Sec 03 T 36S R 9W SLBM * : : : ** : : :X** : : : ** :X:X:X*||Sec 34 T 35S R 9W SLBM * : : : **X:X:X:X** : : : **X:X:X:X*|
|Sec 10 T 36S R 9W SLBM * : : : ** :X: :X** : : : ** : : : *||Sec 35 T 35S R 9W SLBM * : : : ** : : : ** : :X: ** : : : *|
|Sec 11 T 36S R 9W SLBM *X:X: : ** : : : ** : : : ** : : : *||Sec 02 T 36S R 9W SLBM *X:X:X:X** : : : **X:X:X:X** : : : *|
| ||Sec 03 T 36S R 9W SLBM * : : : **X:X:X:X** : : : **X:X:X:X*|
| ||Sec 10 T 36S R 9W SLBM * : : : **X:X: :X** : : : ** : : : *|
| ||Sec 11 T 36S R 9W SLBM *X:X:X:X** : : : **X:X:X:X** : : : *|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
Services Agencies Search Utah.gov
2/11/2021 C H P R I N T (a12265)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a12265 2/2
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|................................................................||................................................................|
|STK: 15.0000 USED 01/01 - 12/31|| |
|................................................................||................................................................|
| ||MUN: Brian Head USED 01/01 - 12/31|
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240Utah.gov | Natural Resources | Contact | Terms of Use | Privacy Policy | Accessibility Policy | Translate Utah.gov

Water Right Details for 75-1514
Utah Division of Water Rights 2/11/2021 4:33 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-1514 Application/Claim:Certificate:
Changes:
a5618 (Filed: 09/07/1968)Water User's Claim
a12265 (Filed: 04/28/1982)Water User's Claim
Owners:
Name: Brian Head Municipal Corporation (Public Water Supplier)
Address: 56 North Highway 143
PO Box 190068
Brianhead UT 84719 Interest: 0%
Remarks: (Municipal User & Lessee)
Name: Parowan Reservoir (Public Water Supplier)
Address: c/o Donna Mitchell
PO Box 541
Parowan UT 84761 Interest: 100%
Remarks:
General:
Type of Right: Decree Source of Info.: Water User's Claim Status:
Quantity of Water: 31 ACFT
Source: Natural springs (8)
County: Iron
Common Description: Near Brian Head Town
Proposed Det. Book: 75-Map: 42-43 Pub. Date:
Land Owned by Appl.: No County Tax Id#:
Distribution System:
Dates:
Filing:
Filed:
Priority: / /1860 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date: 11/07/1991 Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-1514 2/11/2021 4:33 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Surface:
Stream Alteration Required: No
(1) S 1140 ft. W 1332 ft. from E4 corner, Sec 01 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Salt Pile Spring
Elevation:UTM: 339564.75, 4173591.31 (NAD83)
(2) N 430 ft. E 438 ft. from SW corner, Sec 01 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Decker Spring
Elevation:UTM: 338477.072, 4173294.8 (NAD83)
(3) N 306 ft. E 867 ft. from S4 corner, Sec 03 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Quaking Aspen Spring
Elevation:UTM: 336199.45, 4173304.103 (NAD83)
(4) S 266 ft. E 0 ft. from N4 corner, Sec 10 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Rock Spring
Elevation:UTM: 335935.188, 4173129.757
(5) N 824 ft. W 2173 ft. from SE corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Mammoth Hills Spring #1
Elevation:UTM: 337651.541, 4171810.764
(6) N 664 ft. W 2030 ft. from SE corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Mammoth Hills Spring #2
Elevation:UTM: 337695.127, 4171761.996
(7) N 797 ft. W 1786 ft. from SE corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Mammoth Hills Spring #3
Elevation:UTM: 337769.498, 4171802.535
(8) S 160 ft. E 1440 ft. from N4 corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Brian Head Seeps Spring
Elevation:UTM: 337977.807, 4173129.352
Proposed Water Uses:
Proposed Water Uses - Group Number: 622714
Water Rights Appurtenant to the following use(s):
75-1514(DEC), 75-1515(DEC),
Water Use Types:
Municipal: Brian Head Period of Use: 01/01 to 12/31
Acre Feet Contributed by this Right for this Use: 31
Use Totals:
Municipal sole-supply total: 31 acft
Water Right Details for 75-1514 2/11/2021 4:33 PM
Utah Division of Water Rights Page 2 of 2
2/11/2021 C H P R I N T (a6655)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a6655 1/2
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a6655 WATER RIGHT: 75-1515 CERT. NO.: AMENDATORY? No COUNTY TAX ID#:
BASE WATER RIGHTS: 75-1515
RIGHT EVIDENCED BY: 75-1515 (Portion 75-974, Greenwood Decree,
2 Feb. 1914)
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Parowan Reservoir & Irrigation Co.
ADDR: c/o Harold S. Mitchell
41 South 100 East
Parowan UT 84761
INTEREST: 100% REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 09/07/1971|PRIORITY: 09/07/1971|ADV BEGAN: |ADV ENDED: |NEWSPAPER:
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd: |PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:01/14/1972|PROOF DUE: 12/31/1976
EXTENSION: |ELEC/PROOF:[Election]|ELEC/PROOF:01/05/1977|CERT/WUC: 11/07/1991|LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Water User's Claim
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 300.0 acre-feet ||FLOW: 300.0 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Parowan Main Creek (Center Creek) ||SOURCE: Developed springs (8) |
|COUNTY: Iron ||COUNTY: Iron COM DESC: Near Brian Head Town |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Surface: ||Point Surface: |
|(1) N 1480 ft W 930 ft from SE cor, Sec 36, T 34S, R 9W, SLBM||(1) N 1930 ft W 395 ft from S4 cor, Sec 11, T 36S, R 9W, SLBM|
| Dvrting Wks: Pipeline & ditches || Dvrting Wks: Developed springs & pipeline |
| Source: Parowan Main Creek || Source: Mammoth Hill Springs |
| || |
| ||Stream Alt?: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 02 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 02 T 36S R 9W SLBM *X:X:X:X** : : : ** :X: :X** : :X: *|
|Sec 09 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 03 T 36S R 9W SLBM * : : : ** : : :X** : : : ** :X:X:X*|
|Sec 10 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 10 T 36S R 9W SLBM * : : : ** :X: :X** : : : ** : : : *|
|Sec 11 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 11 T 36S R 9W SLBM *X:X: : ** : : : ** : : : ** : : : *|
|Sec 14 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 15 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 16 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 17 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 20 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 21 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 22 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 23 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: Yes ||SUPPLEMENTAL to Other Water Rights: Yes |
|----------------------------------------------------------------||----------------------------------------------------------------|
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR: 3765.9500 USED 04/01 - 10/31|| |
|................................................................||................................................................|
|STK: 3310.0000 USED 01/01 - 12/31|| |
|................................................................||................................................................|
| ||OTH: COMMERCIAL: Summer homes, USED 01/01 - 12/31|
| || recreation community, sanitation purposes as ski lodge |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
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2/11/2021 C H P R I N T (a6655)
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Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
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2/11/2021 C H P R I N T (a12266)
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Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a12266 WATER RIGHT: 75-1515 CERT. NO.: AMENDATORY? Yes COUNTY TAX ID#:
BASE WATER RIGHTS: 75-1515
RIGHT EVIDENCED BY: 75-1515 (a6655), (Portion 75-974)
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Parowan Reservoir and Irrigation Company
ADDR: c/o Harold S. Mitchell
Parowan UT 84761
REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 04/28/1982|PRIORITY: 04/28/1982|ADV BEGAN: |ADV ENDED: |NEWSPAPER:
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd: |PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [ ]|ActionDate:08/30/1982|PROOF DUE: 12/31/1988
EXTENSION: |ELEC/PROOF:[Election]|ELEC/PROOF:12/20/1988|CERT/WUC: 11/07/1991|LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Water User's Claim
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 300.0 acre-feet ||FLOW: 300.0 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Mammoth Hills Springs ||SOURCE: Eight Springs |
|COUNTY: Iron ||COUNTY: Iron COM DESC: Near Brian Head Town |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Surface: ||Point Surface: |
|(1) N 1930 ft W 395 ft from S4 cor, Sec 11, T 36S, R 9W, SLBM||(1) N 430 ft E 438 ft from SW cor, Sec 01, T 36S, R 9W, SLBM|
| Dvrting Wks: || Dvrting Wks: |
| Source: || Source: Decker Spring |
| ||(2) N 306 ft E 867 ft from S4 cor, Sec 03, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Quaking Aspen Spring |
| ||(3) S 1140 ft W 1332 ft from E4 cor, Sec 03, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Salt Pile Spring |
| ||(4) S 266 ft 0 ft from N4 cor, Sec 10, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Rock Spring |
| ||(5) S 160 ft E 1440 ft from N4 cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Brian Head Seeps Spring |
| ||(6) N 824 ft W 2173 ft from SE cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Mammoth Hills Spring #1 |
| ||(7) N 664 ft W 2030 ft from SE cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Mammoth Hills Spring #2 |
| ||(8) N 797 ft W 1786 ft from SE cor, Sec 11, T 36S, R 9W, SLBM|
| || Dvrting Wks: |
| || Source: Mammoth Hills Spring #3 |
| || |
| ||Stream Alt?: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 02 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 27 T 35S R 9W SLBM * : : : ** : : : ** : : : ** : : :X*|
|Sec 03 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 34 T 35S R 9W SLBM * : : : **X:X:X:X** : : : **X:X:X:X*|
|Sec 10 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 35 T 35S R 9W SLBM * : : : ** : : : ** : :X: ** : : : *|
|Sec 11 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*||Sec 02 T 36S R 9W SLBM *X:X:X:X** : : : **X:X:X:X** : : : *|
| ||Sec 03 T 36S R 9W SLBM * : : : **X:X:X:X** : : : **X:X:X:X*|
| ||Sec 10 T 36S R 9W SLBM * : : : **X:X: :X** : : : ** : : : *|
| ||Sec 11 T 36S R 9W SLBM *X:X:X:X** : : : **X:X:X:X** : : : *|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
Services Agencies Search Utah.gov
2/11/2021 C H P R I N T (a12266)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a12266 2/2
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|................................................................||................................................................|
|STK: 25.0000 USED 01/01 - 12/31|| |
|................................................................||................................................................|
| ||MUN: Brian Head USED 01/01 - 12/31|
|----------------------------------------------------------------||----------------------------------------------------------------|
|................................................................||................................................................|
|OTH: RECREATION: Summer homes & USED 01/01 - 12/31|| |
| development of Brian Head Recreation community and sanitati|| |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
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Water Right Details for 75-1515
Utah Division of Water Rights 2/11/2021 4:37 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-1515 Application/Claim:Certificate:
Changes:
a6655 (Filed: 09/07/1971)Water User's Claim
a12266 (Filed: 04/28/1982)Water User's Claim
Owners:
Name: Brian Head Municipal Corporation (Public Water Supplier)
Address: 56 North Highway 143
PO Box 190068
Brian Head UT 84719 Interest: 0%
Remarks: (Municipal User & Lessee)
Name: Parowan Reservoir & Irrigation Co. (Public Water Supplier)
Address: c/o Harold S. Mitchell
41 South 100 East
Parowan UT 84761 Interest: 100%
Remarks: (Owner & Lessor)
General:
Type of Right: Decree Source of Info.: Water User's Claim Status:
Quantity of Water: 300 ACFT
Source: Natural springs (8)
County: Iron
Common Description: Near Brian Head Town
Proposed Det. Book: 75-Map: 42-43 Pub. Date:
Land Owned by Appl.: No County Tax Id#:
Distribution System:
Dates:
Filing:
Filed:
Priority: / /1860 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date: 11/07/1991 Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-1515 2/11/2021 4:37 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Surface:
Stream Alteration Required: No
(1) S 1140 ft. W 1332 ft. from E4 corner, Sec 01 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Salt Pile Spring
Elevation:UTM: 339564.75, 4173591.31 (NAD83)
(2) N 430 ft. E 438 ft. from SW corner, Sec 01 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Decker Spring
Elevation:UTM: 338477.072, 4173294.8 (NAD83)
(3) N 306 ft. E 867 ft. from S4 corner, Sec 03 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Quaking Aspen Spring
Elevation:UTM: 336199.45, 4173304.103 (NAD83)
(4) S 266 ft. E 0 ft. from N4 corner, Sec 10 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Rock Spring
Elevation:UTM: 335935.188, 4173129.757
(5) S 160 ft. E 1440 ft. from N4 corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Brian Head Seeps Spring
Elevation:UTM: 337977.807, 4173129.352
(6) N 824 ft. W 2173 ft. from SE corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Mammoth Hills Spring #1
Elevation:UTM: 337651.541, 4171810.764
(7) N 664 ft. W 2030 ft. from SE corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Mammoth Hills Spring #2
Elevation:UTM: 337695.127, 4171761.996
(8) N 797 ft. W 1786 ft. from SE corner, Sec 11 T 36S R 9W SLBM
Diverting Works: Developed spring Source: Mammoth Hills Spring #3
Elevation:UTM: 337769.498, 4171802.535
Proposed Water Uses:
Proposed Water Uses - Group Number: 622714
Water Rights Appurtenant to the following use(s):
75-1514(DEC), 75-1515(DEC),
Water Use Types:
Municipal: Brian Head Period of Use: 01/01 to 12/31
Acre Feet Contributed by this Right for this Use: 300
Use Totals:
Municipal sole-supply total: 300 acft
Water Right Details for 75-1515 2/11/2021 4:37 PM
Utah Division of Water Rights Page 2 of 2
2/11/2021 C H P R I N T (a16693)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a16693 1/3
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a16693 WATER RIGHT: 75-1693 CERT. NO.: AMENDATORY? No COUNTY TAX ID#:
BASE WATER RIGHTS: 75-1693
RIGHT EVIDENCED BY: WUC 75-1693 (portion of 75-974, Greenwood Decree)
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Parowan Reservoir Company
ADDR: c/o Harold S. Mitchell
41 South 100 East
Parowan UT 84761
INTEREST: 100% REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 04/20/1992|PRIORITY: 04/20/1992|ADV BEGAN: 04/30/1992|ADV ENDED: |NEWSPAPER: The Spectrum
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd:06/13/1992|PROTESTED: [Hear Hel]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:01/08/1993|PROOF DUE: 12/31/1996
EXTENSION: |ELEC/PROOF:[Proof ]|ELEC/PROOF:12/24/1996|CERT/WUC: |LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Amended by Subsequent Change
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 0.24 cfs OR 150.0 acre-feet ||FLOW: 150.0 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Parowan Main Creek ||SOURCE: Underground Water Wells (5) |
| || Well location No. 5 is an existing well. |
| || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|COUNTY: Iron ||COUNTY: Iron COM DESC: Brian Head Area |
|----------------------------------------------------------------||----------------------------------------------------------------|
| || This amount of water is being |
| || transferred out of the Parowan Reservoir Company |
| || system on behalf of Brian Head Town, |
| || who have a 28 year lease. |
| || |
| || |
| || Out of the 150.0 acre feet proposed to |
| || be diverted, only 22.50 acre feet will |
| || be consumed. 127.50 acre feet will be |
| || returned through snowmelt and runoff. |
| || The consumptive water usage due to the |
| || proposed artificial snowmaking system, |
| || including the storage reservoir has |
| || been calculated as follows: |
| || 1. Evaporation and sublimation during |
| || snowmaking |
| || 2.4% x 150 acre |
| || feet = 3.60 acre feet |
| || 2. Evaporation and sublimation from |
| || artificial snow pack |
| || In Fall 2.1% x 150 acre |
| || feet = 3.15 acre feet |
| || In Spring 5.3% x 150 acre |
| || feet = 7.95 acre feet |
| || 3. Evaporation from storage reservoir |
| || = 7.80 acre feet |
| || |
| || ------ |
| || Total |
| || 22.50 acre feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Surface: || |
|(1) S 495 ft E 300 ft from NW cor, Sec 24, T 34S, R 9W, SLBM|| |
| Dvrting Wks: (For flow too high for pipe) || |
| Source: Parowan Main Creek || |
|(2) N 1480 ft W 930 ft from SE cor, Sec 36, T 34S, R 9W, SLBM|| |
| Dvrting Wks: Dam, reservoir & pipeline || |
| Source: Parowan Main Creek || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Underground: ||UNDERGROUND: (Click Link for PLAT data, Well ID# link for data.)|
| ||(1) N 2240 ft W 1990 ft from SE cor, Sec 36, T 35S, R 9W, SLBM|
| || Diameter: 16 ins. Depth: 700 to ft. WELL ID#: |
| ||(2) N 3780 ft W 3650 ft from SE cor, Sec 36, T 35S, R 9W, SLBM|
| || Diameter: 16 ins. Depth: 700 to ft. WELL ID#: |
| ||(3) N 950 ft E 400 ft from SW cor, Sec 36, T 35S, R 9W, SLBM|
| || Diameter: 16 ins. Depth: 700 to ft. WELL ID#: |
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2/11/2021 C H P R I N T (a16693)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a16693 2/3
| ||(4) S 2020 ft E 1450 ft from NW cor, Sec 02, T 36S, R 9W, SLBM|
| || Diameter: 16 ins. Depth: 700 to ft. WELL ID#: |
| ||(5) S 675 ft E 162 ft from NW cor, Sec 11, T 36S, R 9W, SLBM|
| || Diameter: 12 ins. Depth: 700 to ft. WELL ID#: 3954 |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 02 T 34S R 9W SLBM *X:X:X:X**X: :X:X**X:X:X:X**X:X:X:X*||Sec 02 T 36S R 9W SLBM * : : : ** : : : ** : :X:X** : :X:X*|
|Sec 03 T 34S R 9W SLBM * : : : ** : : : ** : : : ** :X: :X*||Sec 10 T 36S R 9W SLBM * : : : **X:X:X:X** : : : ** : : : *|
|Sec 09 T 34S R 9W SLBM * : : : ** : : : ** :X:X:X**X:X:X:X*||Sec 11 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|
|Sec 10 T 34S R 9W SLBM * : : : ** :X:X:X** : :X: **X:X:X:X*|| |
|Sec 11 T 34S R 9W SLBM *X:X:X:X**X:X:X: **X:X:X:X**X: :X:X*|| |
|Sec 14 T 34S R 9W SLBM *X:X:X:X**X:X: : **X:X:X:X** : : : *|| |
|Sec 15 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 16 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
|Sec 17 T 34S R 9W SLBM * : : : ** : : :X** : : : ** :X: :X*|| |
|Sec 20 T 34S R 9W SLBM * : : : **X:X:X:X** : : : ** : : : *|| |
|Sec 21 T 34S R 9W SLBM *X:X: :X**X:X:X:X** :X: : **X:X: : *|| |
|Sec 22 T 34S R 9W SLBM *X:X:X:X**X:X:X:X**X:X: : ** : : : *|| |
|Sec 23 T 34S R 9W SLBM *X:X:X:X** : : : ** : : : ** : : : *|| |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR: 37.5000 USED 03/15 - 10/31|| |
|................................................................||................................................................|
| ||OTH: OTHER: Snowmaking project, USED 10/01 - 03/31|
| || including reservoir. Total annual consumptive use 22.50 AF |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|RESERVOIR STORAGE --> ||SAME AS HERETOFORE |
|----------------------------------------------------------------||----------------------------------------------------------------|
| ||Storage 10/01 to 04/30, in Regulating Reservoir |
| || with a maximum capacity of 100.000 acre-feet, located in: |
| || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| || Height of Dam: 20 ft |N N S S||N N S S||N N S S||N N S S||
| || Area Inunda 10.0000 acs|W E W E||W E W E||W E W E||W E W E||
| ||Sec 36 T 35S R 9W SLBM * : : : ** : : : **X: :X: ** : : : *|
|----------------------------------------------------------------||----------------------------------------------------------------|
|----------------------------------------------------------------||----------------------------------------------------------------|
| ||Small Dam Permit Required?: No |
________________________________________________________________ ________________________________________________________________
*----------------------------------------------------------------------------------------------------------------------------------*
*----------------------------------------------------------------------------------------------------------------------------------*
PROTESTANTS*************************************************************************************************************************
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Alma Adams NAME: Dixie Farms
ADDR: Parowan UT 84761 ADDR: Parowan UT 84761
TYPE: TYPE:
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
NAME: Clair L. Halterman NAME: Glen L. Halterman
ADDR: 40 North 100 West ADDR: 52 North 100 West
Parowan UT 84761 Parowan UT 84761
TYPE: TYPE:
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
NAME: Sam W. Halterman NAME: Jones Waldo Holbrook and McDonough
ADDR: Box 456 ADDR: ATTN D William Ronnow
Parowan UT 84761 1 Interstate Plaza, 170 South Main
Salt Lake City UT 84107
TYPE: TYPE:
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
NAME: Tony Orton NAME: Parowan Valley Pumpers Association
ADDR: 245 East 400 North ADDR: c/o Kendrick J. Hafen, Attorney
Parowan UT 84761 P. O. Box 1902
St. George UT 84771
TYPE: TYPE:
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
NAME: Parsons Behle and Latimer NAME: J.W. Pickett
ADDR: ATTN Dallin Jensen ADDR: Box 94
201 South State Street P.O. Box 11898 Parowan UT 84761
Salt Lake City UT 84147
TYPE: TYPE:
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
NAME: Leon Robinson NAME: State of Utah Division of Wildlife Resources
ADDR: 80 North 30 West ADDR: c/o Timothy H. Provan (late protest)
Parowan UT 84761 1594 West North Temple, Ste 2110
Salt Lake City UT 84114-6301
TYPE: TYPE:
2/11/2021 C H P R I N T (a16693)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a16693 3/3
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
NAME: Alan Stubbs NAME: Scott Stubbs
ADDR: 55 South 400 West ADDR: 26 East 400 North
Parowan UT 84761 Parowan UT 84761
TYPE: TYPE:
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
NAME: John Sturdevant NAME: Gayle Wood
ADDR: Box 1027 ADDR: Parowan UT 84761
Parowan UT 84761
TYPE: TYPE:
RCVD: RCVD:
------------------------------------------------------------------------------------------------------------------------------------
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
Utah.gov | Natural Resources | Contact | Terms of Use | Privacy Policy | Accessibility Policy | Translate Utah.gov

2/11/2021 C H P R I N T (a22707)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a22707 1/2
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 02/11/2021 Page 1
CHANGE: a22707 WATER RIGHT: 75-1693 CERT. NO.: AMENDATORY? Yes COUNTY TAX ID#:
BASE WATER RIGHTS: 75-1693
RIGHT EVIDENCED BY: 75-1693 (a portion of 75-974, Decree)
CHANGES: Point of Diversion [X], Place of Use [ ], Nature of Use [ ], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Parowan Reservoir Company
ADDR: c/o Harold S. Mitchell
41 South 100 East
Parowan UT 84761
INTEREST: 100% REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 10/30/1998|PRIORITY: 10/30/1998|ADV BEGAN: 11/26/1998|ADV ENDED: 12/03/1998|NEWSPAPER: The Spectrum
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd:12/23/1998|PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:04/16/1999|PROOF DUE:
EXTENSION: |ELEC/PROOF:[ ]|ELEC/PROOF: |CERT/WUC: 08/30/2002|LAP, ETC: |LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Certificated
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 150.0 acre-feet ||FLOW: 150.0 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Underground Water Wells (5) ||SOURCE: Underground Water Wells (2) Both Existing |
| Well location No. 5 is an existing well. || |
| || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|COUNTY: Iron ||COUNTY: Iron COM DESC: Brian Head Area |
|----------------------------------------------------------------||----------------------------------------------------------------|
| This amount of water is being || This Amendatory Change Application is |
| transferred out of the Parowan Reservoir Company || required to correct the location of the |
| system on behalf of Brian Head Town, || points of diversion. This is based on |
| who have a 28 year lease. || the proof that was submitted on change |
| || application a16693. |
| || |
| Out of the 150.0 acre feet proposed to || |
| be diverted, only 22.50 acre feet will || |
| be consumed. 127.50 acre feet will be || This water right is used together with |
| returned through snowmelt and runoff. || water from the Brian Head Municipal |
| The consumptive water usage due to the || water rights. |
| proposed artificial snowmaking system, || |
| including the storage reservoir has || |
| been calculated as follows: || |
| 1. Evaporation and sublimation during || |
| snowmaking || |
| 2.4% x 150 acre || |
| feet = 3.60 acre feet || |
| 2. Evaporation and sublimation from || |
| artificial snow pack || |
| In Fall 2.1% x 150 acre || |
| feet = 3.15 acre feet || |
| In Spring 5.3% x 150 acre || |
| feet = 7.95 acre feet || |
| 3. Evaporation from storage reservoir || |
| = 7.80 acre feet || |
| || |
| ------ || |
| Total || |
| 22.50 acre feet || |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Underground: ||UNDERGROUND: (Click Link for PLAT data, Well ID# link for data.)|
|(1) N 950 ft E 400 ft from SW cor, Sec 36, T 35S, R 9W, SLBM||(1) N 300 ft W 1100 ft from E4 cor, Sec 04, T 36S, R 9W, SLBM|
| Diameter: 16 ins. Depth: 700 to ft. WELL ID#: 000000 || Diameter: 10 ins. Depth: 355 to ft. WELL ID#: 3198 |
|(2) N 3780 ft W 3650 ft from SE cor, Sec 36, T 35S, R 9W, SLBM||(2) S 675 ft E 162 ft from NW cor, Sec 11, T 36S, R 9W, SLBM|
| Diameter: 16 ins. Depth: 700 to ft. WELL ID#: 000000 || Diameter: 12 ins. Depth: 700 to ft. WELL ID#: 3954 |
|(3) N 2240 ft W 1990 ft from SE cor, Sec 36, T 35S, R 9W, SLBM|| |
| Diameter: 16 ins. Depth: 700 to ft. WELL ID#: 000000 || |
|(4) S 2020 ft E 1450 ft from NW cor, Sec 02, T 36S, R 9W, SLBM|| |
| Diameter: 16 ins. Depth: 700 to ft. WELL ID#: 000000 || |
|(5) S 675 ft E 162 ft from NW cor, Sec 11, T 36S, R 9W, SLBM|| |
| Diameter: 12 ins. Depth: 700 to ft. WELL ID#: 3954 || |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||SAME AS HERETOFORE |
Services Agencies Search Utah.gov
2/11/2021 C H P R I N T (a22707)
https://www.waterrights.utah.gov/cblapps/chprint.exe?chnum=a22707 2/2
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || |
| |N N S S||N N S S||N N S S||N N S S||| |
| |W E W E||W E W E||W E W E||W E W E||| |
|Sec 02 T 36S R 9W SLBM * : : : ** : : : ** : :X:X** : :X:X*|| |
|Sec 10 T 36S R 9W SLBM * : : : **X:X:X:X** : : : ** : : : *|| |
|Sec 11 T 36S R 9W SLBM *X:X:X:X**X:X:X:X**X:X:X:X**X:X:X:X*|| |
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||SAME AS HERETOFORE |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|................................................................||................................................................|
|OTH: OTHER: Snowmaking project, USED 10/01 - 03/31|| |
| including reservoir. Total annual consumptive use 22.50 AF || |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|RESERVOIR STORAGE --> ||SAME AS HERETOFORE |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Storage 10/01 to 04/30, in Regulating Reservoir ||Storage 01/01 to 12/31, in Regulating Reservoir |
| with a maximum capacity of 100.000 acre-feet, located in: || with a maximum capacity of 47.000 acre-feet, located in: |
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| Height of Dam: 20 ft |N N S S||N N S S||N N S S||N N S S||| Height of Dam: 13 ft |N N S S||N N S S||N N S S||N N S S||
| Area Inunda 10.0000 acs|W E W E||W E W E||W E W E||W E W E||| Area Inunda 6.3700 acs|W E W E||W E W E||W E W E||W E W E||
| ||Sec 11 T 36S R 9W SLBM * : : :X** : : : ** :X: : ** : : : *|
|----------------------------------------------------------------||----------------------------------------------------------------|
|----------------------------------------------------------------||----------------------------------------------------------------|
| ||Small Dam Permit Required?: No |
________________________________________________________________ ________________________________________________________________
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
Utah.gov | Natural Resources | Contact | Terms of Use | Privacy Policy | Accessibility Policy | Translate Utah.gov

Water Right Details for 75-1693
Utah Division of Water Rights 2/11/2021 4:12 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-1693 Application/Claim:Certificate:
Changes:
a16693 (Filed: 04/20/1992)Amended by Subsequent Change
a22707 (Filed: 10/30/1998)Certificated
Stock Company:
Stock Companies associated with this water right:
Parowan West Fields Irrigation, Inc. - Company (Base) Water Right
Owners:
Name: Brian Head Town and Brian Head Ski Limited
Address: 56 North Highway 143
PO Box 190068
Brian Head UT 84719 Interest:
Remarks:
Name: Parowan Reservoir Company
Address: c/o Harold S. Mitchell
41 South 100 East
Parowan UT 84761 Interest: 100%
Remarks:
General:
Type of Right: Decree Source of Info.: Certificate Status: Certificated
Quantity of Water: 0.24 CFS OR 150 ACFT
Source: Underground Water Wells (2)
County: Iron
Common Description:
Proposed Det. Book: 75-Map:Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System:
Water Right Details for 75-1693 2/11/2021 4:12 PM
Utah Division of Water Rights Page 1 of 3
Dates:
Filing:
Filed:
Priority: / /1860 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date:
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date: 08/30/2002 Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Points of Diversion:
Points of Diversion - Underground:
(1) N 300 ft. W 1100 ft. from E4 corner, Sec 04 T 36S R 9W SLBM
Well Diameter: 10 in. Depth: 355 to ft. Year Drilled: 1993 Well Log: Yes Well Id#: 3198
Elevation:UTM: 334810.979, 4174116.663 (NAD83)
Source/Cmnt:
(2) S 675 ft. E 162 ft. from NW corner, Sec 11 T 36S R 9W SLBM
Well Diameter: 12 in. Depth: 700 to ft. Year Drilled: 1991 Well Log: Yes Well Id#: 3954
Elevation:UTM: 336782.938, 4172993.176 (NAD83)
Source/Cmnt:
Proposed Water Uses:
Proposed Water Uses - Group Number: 606734
Water Use Types:
Other: Snowmaking. Total annual consumptive use 14.70 acre-feet.Period of Use: 01/01 to 12/31
Acre Feet Contributed by this Right for this Use: 150
Place Of Use:North West North East South West South East Section
NW NE SW SE NW NE SW SE NW NE SW SE NW NE SW SE Totals
Sec 02 T 36S R 9W X X X X X X
Sec 03 T 36S R 9W X X X X X X
Sec 11 T 36S R 9W X X X X X X X X X
Sec 12 T 36S R 9W X X X
Group Acreage Total :
Use Totals:
Other sole-supply total: 150 acft
Other Comments:
75-1693 is limited to the total consumptive use of 22.5 acre-feet which
includes 7.8 acre-feet for reservoir evaporation.
Water Right Details for 75-1693 2/11/2021 4:12 PM
Utah Division of Water Rights Page 2 of 3
Reservoirs:
Small Dam Required: No
Reservoir/Storage Name: Regulating Reservoir Dam Number:
Capacity: 47 acre-feet Area Inundated: 6.37 acres
Dam Height: 13 feet From: 01/01 to 12/31 inclusive
North West Quarter North East Quarter South West Quarter South East Quarter
Area NW NE SW SE NW NE SW SE NW NE SW SE NW NE SW SE
Sec 11 T 36S R 9W SLBM X
Segregation History:
This Right was Segregated from: 75-974, with Appl.#:, Approval Date: / / under which Proof is to be submitted.
Flow AND/Quantity Water Uses
as originally in OR/in Irrigated Stock Domestic Acre-Feet
filed:CFS BLANK Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
0.24 150.0 37.5
This Right Flow Quantity Water Uses
as currently in in Irrigate Stock Domestic Acre-Feet
calculated:CFS Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
0.24 150.0 37.5
Water Right Details for 75-1693 2/11/2021 4:12 PM
Utah Division of Water Rights Page 3 of 3
Water Right Details for 75-2019
Utah Division of Water Rights 2/11/2021 4:43 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-2019 Application/Claim: A17090 Certificate:
Changes:
t37411 (Filed: 04/26/2011)Lapsed
t38143 (Filed: 04/27/2012) Lapsed
t40087 (Filed: 07/29/2014) Lapsed
t41848 (Filed: 07/18/2016) Lapsed
t42499 (Filed: 04/11/2017) Lapsed
t43435 (Filed: 03/07/2018) Lapsed
t44497 (Filed: 03/05/2019)Lapsed
Owners:
Name: Brian Head Special Service District, Utah
Address: 56 North Highway 143
PO Box 190068
Brian Head UT 84719 Interest:
Remarks:
General:
Type of Right: Application To Appropriate Source of Info.: Ownership Segregation Status: Water User's Claim
Quantity of Water: 243.08 ACFT
Source: Underground Water Wells (2)
County: Iron
Common Description: 5-6 mi. west of Parowan City
Proposed Det. Book: 75-Map: 30c Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System: 37: PAROWAN VALLEY
Dates:
Filing:
Filed: 12/01/1945
Priority: 12/01/1945 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date: 08/23/1946
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date:Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-2019 2/11/2021 4:43 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Underground:
(1) N 145 ft. W 850 ft. from S4 corner, Sec 18 T 34S R 9W SLBM
Well Diameter: 12 in. Depth: 275 to ft. Year Drilled: Well Log: Well Id#:
Elevation:UTM: 331430.375, 4189669.389 (NAD83)
Source/Cmnt:
(2) N 30 ft. E 1320 ft. from W4 corner, Sec 18 T 34S R 9W SLBM
Well Diameter: in. Depth: to ft. Year Drilled: Well Log: Well Id#:
Elevation:UTM: 331301.72, 4190465.914 (NAD83)
Source/Cmnt:
Proposed Water Uses:
Proposed Water Uses - Group Number: 606969
Water Rights Appurtenant to the following use(s):
75-53(WUC), 75-116(WUC), 75-2019(WUC), 75-2034(WUC), 75-2140(WUC),
75-2150(WUC), 75-2151(WUC),
Water Use Types:
Irrigation-Beneficial Use Amount: 60.77 acres Group Total: 145.35 Period of Use: 04/01 to 10/31
Place Of Use:North West North East South West South East Section
NW NE SW SE NW NE SW SE NW NE SW SE NW NE SW SE Totals
Sec 18 T 34S R 9W X X X X X X X X
Group Acreage Total :
Use Totals:
Irrigation sole-supply total: 60.77 acres for a group total of: 145.35 acres
Segregation History:
This Right was Segregated from: 75-53, with Appl.#:A17090, Approval Date:08/23/1946 under which Proof is to be submitted.
Flow AND/Quantity Water Uses
as originally in OR/in Irrigated Stock Domestic Acre-Feet
filed:CFS BLANK Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
400.0 100.0
The following Water Rights have been Segregated from 75-2019:
(1)WrNum:75-2034 [156.92][39.23]
AppNum:A17090
Name:Brian Head Special Service District, Utah
Filed:12/20/2012
Commen
This Right Flow Quantity Water Uses
as currently in in Irrigate Stock Domestic Acre-Feet
calculated:CFS Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
243.08 60.77
Water Right Details for 75-2019 2/11/2021 4:43 PM
Utah Division of Water Rights Page 2 of 2
Water Right Details for 75-2034
Utah Division of Water Rights 2/11/2021 4:44 PM
(WARNING: Water Rights makes NO claims as to the accuracy of this data.)
Water Right: 75-2034 Application/Claim: A17090 Certificate:
Changes:
a38675 (Filed: 01/23/2013)Lapsed
Owners:
Name: Brian Head Special Service District, Utah
Address: 56 North Highway 143
Brian Head, UT 84719
Interest:
Remarks:
General:
Type of Right: Application To Appropriate Source of Info.: Ownership Segregation Status: Water User's Claim
Quantity of Water: 156.92 ACFT
Source: Underground Water Wells (2)
County: Iron
Common Description: 5-6 mi. west of Parowan City
Proposed Det. Book: 75-Map: 30c Pub. Date:
Land Owned by Appl.:County Tax Id#:
Distribution System: 37: PAROWAN VALLEY
Dates:
Filing:
Filed: 12/01/1945
Priority: 12/01/1945 Decree/Class:
Advertising:
Publication Began:Publication End:Newspaper:
Protest End Date:Protested: Not Protested Hearing Held:
Approval:
State Eng. Action:Action Date: 08/23/1946
Recon. Req. Date:Recon. Req Action:
Certification:
Proof Due Date:Extension Filed Date:
Election or Proof:Election/Proof Date:
Certificate Date:Lapsed, Etc. Date:Lapsed Letter
Wells:
Prov. Well Date:Most Recent Well Renovate/Replace Date:
Water Right Details for 75-2034 2/11/2021 4:44 PM
Utah Division of Water Rights Page 1 of 2
Points of Diversion:
Points of Diversion - Underground:
(1) N 145 ft. W 850 ft. from S4 corner, Sec 18 T 34S R 9W SLBM
Well Diameter: 12 in. Depth: 275 to ft. Year Drilled: Well Log: Well Id#:
Elevation:UTM: 331430.375, 4189669.389 (NAD83)
Source/Cmnt:
(2) N 30 ft. E 1320 ft. from W4 corner, Sec 18 T 34S R 9W SLBM
Well Diameter: in. Depth: to ft. Year Drilled: Well Log: Well Id#:
Elevation:UTM: 331301.72, 4190465.914 (NAD83)
Source/Cmnt:
Proposed Water Uses:
Proposed Water Uses - Group Number: 606969
Water Rights Appurtenant to the following use(s):
75-53(WUC), 75-116(WUC), 75-2019(WUC), 75-2034(WUC), 75-2140(WUC),
75-2150(WUC), 75-2151(WUC),
Water Use Types:
Irrigation-Beneficial Use Amount: 39.23 acres Group Total: 145.35 Period of Use: 04/01 to 10/31
Place Of Use:North West North East South West South East Section
NW NE SW SE NW NE SW SE NW NE SW SE NW NE SW SE Totals
Sec 18 T 34S R 9W X X X X X X X X
Group Acreage Total :
Use Totals:
Irrigation sole-supply total: 39.23 acres for a group total of: 145.35 acres
Segregation History:
This Right was Segregated from: 75-2019, with Appl.#:A17090, Approval Date: / / under which Proof is to be submitted.
Flow AND/Quantity Water Uses
as originally in OR/in Irrigated Stock Domestic Acre-Feet
filed:CFS BLANK Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
156.92 39.23
This Right Flow Quantity Water Uses
as currently in in Irrigate Stock Domestic Acre-Feet
calculated:CFS Acre-Feet Acreage (ELUs)(EDUs)Municipal Mining Power Other
156.92 39.23
Water Right Details for 75-2034 2/11/2021 4:44 PM
Utah Division of Water Rights Page 2 of 2
Select Related Information
(WARNING: Water Rights makes NO claims as to the accuracy of this data.) RUN DATE: 06/02/2021 Page 1
CHANGE: t46905 WATER RIGHT: 75-2019 CERT. NO.: AMENDATORY? No COUNTY TAX ID#:
BASE WATER RIGHTS: 75-2019
RIGHT EVIDENCED BY: 75-2019, A17090
CHANGES: Point of Diversion [X], Place of Use [X], Nature of Use [X], Reservoir Storage [ ], Split Season [ ].
*----------------------------------------------------------------------------------------------------------------------------------*
NAME: Brian Head Special Service District
ADDR: 56 North Highway 143
PO Box 190068
Brian Head UT 84719
INTEREST: 100% REMARKS:
====================================================================================================================================
DATES, ETC.*************************************************************************************************************************
====================================================================================================================================
FILED: 03/16/2021|PRIORITY: 03/16/2021|ADV BEGAN: |ADV ENDED: |NEWSPAPER: No Adv Required
ImpairDesig[NO ]|IMP NOTICE:
Water Rights which the State Engineer has Identified may Experience Quantity Impairment:
ProtestEnd: |PROTESTED: [No ]|HEARNG HLD: |SE ACTION: [Approved]|ActionDate:03/23/2021|PROOF DUE:
EXTENSION: |ELEC/PROOF:[ ]|ELEC/PROOF: |CERT/WUC: |LAP, ETC: 10/31/2021|LAPS LETTER:
RUSH LETTR: |RENOVATE: |RECON REQ: |TYPE: [ ]
*STATUS LINE-----------------------------------------------------------------------------------------------------------------------*
Status: Approved
Related Distribution System: 37-PAROWAN VALLEY
***************************************************************** *****************************************************************
***********************H E R E T O F O R E*********************** ************************H E R E A F T E R************************
***************************************************************** *****************************************************************
________________________________________________________________ ________________________________________________________________
|FLOW: 243.08 acre-feet ||FLOW: 243.08 acre-feet |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SOURCE: Underground Water Well ||SOURCE: Underground Water Well (existing) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|COUNTY: Iron ||COUNTY: Iron COM DESC: LDS farm & David Burton Farm |
|----------------------------------------------------------------||----------------------------------------------------------------|
| || 75-2019 contains the use for |
| || irrigating 60.77 acres (243.08 AF) by this |
| || temporary change application. The |
| || water right under this application will be |
| || used supplementally with other water |
| || rights owned by the LDS Church, David M. |
| || Burton, Carl T. Evans and Roberts |
| || Legacy farms. This application is being |
| || filed for the 2021 irrigation season. |
| || |
| || |
| || |
| || See temporary change application |
| || t44497 for map. |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|POINT(S) OF DIVERSION ------> MAP VIEW**** ||CHANGED AS FOLLOWS: (Click Location link for WRPLAT) |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Point Underground: ||UNDERGROUND: (Click Link for PLAT data, Well ID# link for data.)|
|(1) N 145 ft W 850 ft from S4 cor, Sec 18, T 34S, R 9W, SLBM||(1) N 140 ft E 1350 ft from W4 cor, Sec 22, T 33S, R 8W, SLBM|
| Diameter: 12 ins. Depth: 275 to ft. WELL ID#: 000000 || Diameter: 14 ins. Depth: 511 to ft. WELL ID#: |
|(2) N 30 ft E 1320 ft from W4 cor, Sec 18, T 34S, R 9W, SLBM||(2) S 15 ft E 1296 ft from NW cor, Sec 22, T 33S, R 8W, SLBM|
| Diameter: ins. Depth: to ft. WELL ID#: 000000 || Diameter: 16 ins. Depth: 500 to ft. WELL ID#: |
| ||(3) S 1289 ft E 20 ft from NW cor, Sec 22, T 33S, R 8W, SLBM|
| || Diameter: 16 ins. Depth: 630 to ft. WELL ID#: |
| ||(4) N 100 ft E 1320 ft from W4 cor, Sec 31, T 33S, R 8W, SLBM|
| || Diameter: 16 ins. Depth: to ft. WELL ID#: |
| ||(5) N 75 ft E 300 ft from SW cor, Sec 31, T 33S, R 8W, SLBM|
| || Diameter: 16 ins. Depth: to ft. WELL ID#: |
| ||(6) N 80 ft E 340 ft from SW cor, Sec 31, T 33S, R 8W, SLBM|
| || Diameter: 12 ins. Depth: 450 to ft. WELL ID#: |
| ||(7) N 2400 ft E 1310 ft from SW cor, Sec 31, T 33S, R 8W, SLBM|
| || Diameter: 16 ins. Depth: 550 to ft. WELL ID#: |
| ||(8) S 55 ft W 950 ft from N4 cor, Sec 32, T 33S, R 8W, SLBM|
| || Diameter: 8 ins. Depth: 100 to 600 ft. WELL ID#: |
| || COMMENT: Proposed under a44112 |
| ||(9) S 5 ft W 1045 ft from NE cor, Sec 32, T 33S, R 8W, SLBM|
| || Diameter: 8 ins. Depth: 100 to 600 ft. WELL ID#: |
| || COMMENT: Proposed under a44112 |
| ||(10) N 45 ft W 605 ft from S4 cor, Sec 03, T 34S, R 9W, SLBM|
| || Diameter: 12 ins. Depth: 297 to ft. WELL ID#: |
| ||(11) N 140 ft W 40 ft from SE cor, Sec 04, T 34S, R 9W, SLBM|
| || Diameter: 12 ins. Depth: 297 to ft. WELL ID#: |
| ||(12) S 1220 ft E 1320 ft from NW cor, Sec 07, T 34S, R 9W, SLBM|
| || Diameter: 16 ins. Depth: 594 to ft. WELL ID#: |
| ||(13) N 25 ft E 1235 ft from S4 cor, Sec 07, T 34S, R 9W, SLBM|
| || Diameter: 14 ins. Depth: 450 to ft. WELL ID#: |
| ||(14) N 55 ft E 230 ft from SW cor, Sec 07, T 34S, R 9W, SLBM|
| || Diameter: 14 ins. Depth: 275 to ft. WELL ID#: |
| ||(15) S 2620 ft E 10 ft from N4 cor, Sec 08, T 34S, R 9W, SLBM|
Services Agencies Search Utah.gov
| || Diameter: 14 ins. Depth: 600 to ft. WELL ID#: |
| ||(16) N 2635 ft E 680 ft from S4 cor, Sec 09, T 34S, R 9W, SLBM|
| || Diameter: 14 ins. Depth: 600 to ft. WELL ID#: |
| ||(17) N 860 ft E 1210 ft from W4 cor, Sec 09, T 34S, R 9W, SLBM|
| || Diameter: 14 ins. Depth: 600 to ft. WELL ID#: |
| ||(18) N 1410 ft E 795 ft from SW cor, Sec 13, T 34S, R 10W, SLBM|
| || Diameter: ins. Depth: to ft. WELL ID#: |
| ||(19) S 1270 ft E 45 ft from N4 cor, Sec 24, T 34S, R 10W, SLBM|
| || Diameter: 8 ins. Depth: 104 to ft. WELL ID#: |
| ||(20) S 1280 ft W 1270 ft from NE cor, Sec 24, T 34S, R 10W, SLBM|
| || Diameter: 18 ins. Depth: 300 to ft. WELL ID#: |
| ||(21) S 200 ft E 1695 ft from W4 cor, Sec 24, T 34S, R 10W, SLBM|
| || Diameter: 12 ins. Depth: 240 to ft. WELL ID#: |
| ||(22) S 1190 ft E 1260 ft from NW cor, Sec 24, T 34S, R 10W, SLBM|
| || Diameter: 16 ins. Depth: 610 to ft. WELL ID#: |
| ||(23) S 1260 ft E 650 ft from W4 cor, Sec 24, T 34S, R 10W, SLBM|
| || Diameter: 12 ins. Depth: 203 to ft. WELL ID#: |
|----------------------------------------------------------------||----------------------------------------------------------------|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|PLACE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
| --NW¼-- --NE¼-- --SW¼-- --SE¼-- || --NW¼-- --NE¼-- --SW¼-- --SE¼-- |
| |N N S S||N N S S||N N S S||N N S S||| |N N S S||N N S S||N N S S||N N S S||
| |W E W E||W E W E||W E W E||W E W E||| |W E W E||W E W E||W E W E||W E W E||
|Sec 18 T 34S R 9W SLBM *X:X:X:X** : : : **X:X:X:X** : : : *||Sec 15 T 33S R 8W SLBM * : : : ** : : : **X:X:X:X**X: :X: *|
| ||Sec 22 T 33S R 8W SLBM *X:X:X:X**X: :X: **X:X: : ** : : : *|
| ||Sec 31 T 33S R 8W SLBM * :X: :X** : : : ** :X: :X** : : : *|
| ||Sec 31 T 33S R 8W SLBM *LOT 1 |
| ||Sec 31 T 33S R 8W SLBM *LOT 2 |
| ||Sec 31 T 33S R 8W SLBM *LOT 3 |
| ||Sec 31 T 33S R 8W SLBM *LOT 4 |
| ||Sec 32 T 33S R 8W SLBM *X:X:X:X**X:X:X:X** : : : ** : : : *|
| ||Sec 03 T 34S R 9W SLBM * : : : ** : : : **X:X:X:X** : : : *|
| ||Sec 04 T 34S R 9W SLBM * : : : ** : : : ** : : : ** :X:X:X*|
| ||Sec 06 T 34S R 9W SLBM * : : : ** : : : ** :X: :X** : : : *|
| ||Sec 06 T 34S R 9W SLBM *LOT 7 |
| ||Sec 07 T 34S R 9W SLBM * :X: :X** : :X:X** :X: :X**X:X:X:X*|
| ||Sec 07 T 34S R 9W SLBM *LOT 2 |
| ||Sec 07 T 34S R 9W SLBM *LOT 3 |
| ||Sec 08 T 34S R 9W SLBM * : :X:X** : :X:X**X:X: : **X:X: : *|
| ||Sec 09 T 34S R 9W SLBM * : :X:X**X:X:X: **X:X:X: **X: : : *|
| ||Sec 12 T 34S R 10W SLBM * : : : ** : : : **X: :X:X** : :X: *|
| ||Sec 13 T 34S R 10W SLBM *X:X:X: ** : : : **X: :X:X** : :X:X*|
| ||Sec 14 T 34S R 10W SLBM * : : : ** : : :X** : : : **X:X: : *|
| ||Sec 24 T 34S R 10W SLBM *X:X:X:X**X:X: : **X:X:X: ** : : : *|
| ||Sec 25 T 34S R 10W SLBM *X: : : ** : : : ** : : : ** : : : *|
________________________________________________________________ ________________________________________________________________
________________________________________________________________ ________________________________________________________________
|NATURE OF USE ------> ||CHANGED as follows: |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR = values are in acres. || |
|STK = values are in ELUs meaning Cattle or Equivalent. || |
|DOM = values are in EDUs meaning Equivalent Domestic Units || |
| (or Families). || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|SUPPLEMENTAL to Other Water Rights: No ||SUPPLEMENTAL to Other Water Rights: No |
|----------------------------------------------------------------||----------------------------------------------------------------|
|Historical Uses to be Discontinued during the Implementation || |
|of this Application: || |
|----------------------------------------------------------------||----------------------------------------------------------------|
|IRR: 60.7700 USED 04/01 - 10/31||IRR: 60.7700 and 60.7700 Group Total USED 04/01 - 10/31|
________________________________________________________________ ________________________________________________________________
************************************************************************************************************************************
*******************************************************E N D O F D A T A********************************************************
************************************************************************************************************************************
Utah Division of Water Rights | 1594 West North Temple Suite 220, P.O. Box 146300, Salt Lake City, Utah 84114-6300 | 801-538-7240
Utah.gov | Natural Resources | Contact | Terms of Use | Privacy Policy | Accessibility Policy | Translate Utah.gov

Appendix E. Model Reports
A. SewerGEMS Reports
B. FlowMaster Reports
FlexTable: Conduit Table (501-38 SewerGEMS Sanitary - Canyon Analysis.swc)
Current Time: 0.000 hours
Capacity
(Design)
(gpm)
Capacity
(Full Flow)
(gpm)
Slope
(ft/ft)
Length
(ft)
Diameter
(in)
MaterialInvert (Stop)
(ft)
Stop NodeInvert (Start)
(ft)
Start NodeLabel
692.44759.360.020404.08.0PVC7,156.38MH767,164.30MH77SEWER Pipe - (150)
708.84777.340.021405.08.0PVC8,251.40MH1228,259.72123SEWER Pipe - (103) (1)
764.40838.270.024401.08.0PVC6,838.97596,848.5560SEWER Pipe - (167)
814.52893.230.027334.08.0PVC8,124.381178,133.44118SEWER Pipe - (106)
866.60950.340.031397.08.0PVC6,788.63566,800.8257SEWER Pipe - (170)
876.50961.200.031163.08.0PVC7,995.861128,000.98112ASEWER Pipe - (113)
881.94967.170.032283.08.0PVC6,898.93636,907.9364SEWER Pipe - (163)
935.871,026.310.036401.08.0PVC6,884.57626,898.9363SEWER Pipe - (164)
939.971,030.810.036400.08.0PVC6,689.36OF-26,703.8151SEWER Pipe - (176)
946.091,037.510.037285.08.0PVC6,948.57666,959.0067SEWER Pipe - (160)
953.641,045.800.03771.08.0PVC9,109.461509,112.10150ASEWER Pipe - (80)
957.771,050.330.038401.08.0PVC6,721.23526,736.27MH53SEWER Pipe - (174)
959.231,051.930.038395.08.0PVC6,824.11586,838.9759SEWER Pipe - (168)
963.421,056.530.038400.08.0PVC7,237.85807,253.0381SEWER Pipe - (146)
972.901,066.920.039400.08.0PVC7,164.30MH777,179.7878SEWER Pipe - (149)
979.521,074.180.039402.08.0PVC6,772.86556,788.6356SEWER Pipe - (171)
985.461,080.690.04034.08.0PVC8,054.12MH1158,055.47115SEWER Pipe - (109)
998.261,094.730.041403.08.0PVC6,848.55606,864.9761SEWER Pipe - (166)
1,000.341,097.010.041394.08.0PVC6,736.27MH536,752.3954SEWER Pipe - (173)
1,001.081,097.820.041431.08.0PVC8,330.451278,348.11129SEWER Pipe - (99)
1,015.501,113.640.042171.08.0PVC7,988.65111-A7,995.86112SEWER Pipe - (114)
1,016.811,115.080.042242.08.0PVC7,146.15MH757,156.38MH76SEWER Pipe - (151)
1,017.051,115.330.042397.08.0PVC7,030.60MH707,047.39MH71SEWER Pipe - (156)
1,023.901,122.850.043426.08.0PVC7,047.39MH717,065.65MH72SEWER Pipe - (155)
1,033.351,133.210.044399.08.0PVC6,703.81516,721.2352SEWER Pipe - (175)
1,039.591,140.060.044117.08.0PVC9,112.10150A9,117.27151SEWER Pipe - (54)
1,052.711,154.440.045403.08.0PVC8,348.111298,366.37130SEWER Pipe - (98)
1,056.811,158.940.046339.08.0PVC8,314.971268,330.45127SEWER Pipe - (100)
1,068.121,171.350.047334.08.0PVC7,429.75887,445.3389SEWER Pipe - (129)
1,091.941,197.460.049400.08.0PVC7,011.10MH697,030.60MH70SEWER Pipe - (157)
Page 1 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
[phone]
1/18/2022
Bentley SewerGEMS Sanitary V8i (SELECTseries 2)
[08.11.02.49]Bentley Systems, Inc. Haestad Methods Solution Center501-38 SewerGEMS Sanitary - Canyon Analysis.swc
FlexTable: Conduit Table (501-38 SewerGEMS Sanitary - Canyon Analysis.swc)
Current Time: 0.000 hours
Capacity
(Design)
(gpm)
Capacity
(Full Flow)
(gpm)
Slope
(ft/ft)
Length
(ft)
Diameter
(in)
MaterialInvert (Stop)
(ft)
Stop NodeInvert (Start)
(ft)
Start NodeLabel
1,092.331,197.890.049321.08.0PVC8,000.98112A8,016.64113SEWER Pipe - (112)
1,094.951,200.760.049367.08.0PVC6,907.93646,925.9265SEWER Pipe - (162)
1,096.111,202.030.049399.08.0PVC6,864.97616,884.5762SEWER Pipe - (165)
1,104.461,211.190.050397.08.0PVC8,016.641138,036.44114SEWER Pipe - (110) (1)
1,104.631,211.380.050454.08.0PVC6,925.92656,948.5766SEWER Pipe - (161)
1,111.841,219.290.051405.08.0PVC6,752.39546,772.8655SEWER Pipe - (172)
1,121.041,229.370.051311.08.0PVC7,445.33897,461.3190SEWER Pipe - (128)
1,146.881,257.710.054434.08.0PVC8,133.441188,156.78119SEWER Pipe - (105)
1,155.261,266.900.055324.08.0PVC8,036.441148,054.12MH115SEWER Pipe - (110)
1,160.121,272.230.055181.08.0PVC7,954.95109 A7,964.91110SEWER Pipe - (115) (1)
1,176.591,290.300.057103.08.0PVC7,982.821117,988.65111-ASEWER Pipe - (114) (1)
1,196.341,311.950.059398.08.0PVC6,800.82576,824.1158SEWER Pipe - (169)
1,200.801,316.850.059402.08.0PVC7,306.42837,330.1284SEWER Pipe - (130) (1)
1,201.421,317.520.059193.08.0PVC8,303.581258,314.97126SEWER Pipe - (101)
1,214.451,331.820.060297.08.0PVC7,964.911107,982.82111SEWER Pipe - (115)
1,229.231,348.020.062399.08.0PVC7,330.12847,354.7785SEWER Pipe - (130)
1,232.291,351.370.062436.08.0PVC7,210.78797,237.8580SEWER Pipe - (147)
1,236.191,355.650.062258.08.0PVC7,413.63877,429.7588SEWER Pipe - (129) (1)
1,241.211,361.160.063398.08.0PVC6,986.03687,011.10MH69SEWER Pipe - (158)
1,256.691,378.140.065396.08.0PVC7,280.85827,306.4283SEWER Pipe - (131)
1,259.631,381.360.065197.08.0PVC7,905.271077,918.05108SEWER Pipe - (116) (1)
1,270.521,393.310.066165.08.0PVC7,944.061097,954.95109 ASEWER Pipe - (115) (1)
(1)
1,285.601,409.830.068400.08.0PVC6,959.00676,986.0368SEWER Pipe - (159)
1,299.021,424.550.069308.08.0PVC8,282.331248,303.58125SEWER Pipe - (102)
1,304.161,430.190.070196.08.0PVC7,498.45927,512.0893SEWER Pipe - (126)
1,304.251,430.290.070400.08.0PVC7,253.03817,280.8582SEWER Pipe - (132)
1,306.441,432.690.070324.08.0PVC8,259.721238,282.33124SEWER Pipe - (103)
1,322.091,449.860.071457.08.0PVC7,872.611067,905.27107SEWER Pipe - (117)
1,330.201,458.750.07281.08.0PVC7,461.31907,467.1791SEWER Pipe - (127)
Page 2 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
[phone]
1/18/2022
Bentley SewerGEMS Sanitary V8i (SELECTseries 2)
[08.11.02.49]Bentley Systems, Inc. Haestad Methods Solution Center501-38 SewerGEMS Sanitary - Canyon Analysis.swc
FlexTable: Conduit Table (501-38 SewerGEMS Sanitary - Canyon Analysis.swc)
Current Time: 0.000 hours
Capacity
(Design)
(gpm)
Capacity
(Full Flow)
(gpm)
Slope
(ft/ft)
Length
(ft)
Diameter
(in)
MaterialInvert (Stop)
(ft)
Stop NodeInvert (Start)
(ft)
Start NodeLabel
1,341.571,471.220.074393.08.0PVC8,055.471158,084.39116SEWER Pipe - (108)
1,347.041,477.220.074339.08.0PVC7,642.48997,667.63100SEWER Pipe - (122) (1)
1,360.821,492.330.076154.08.0PVC7,630.82987,642.4899SEWER Pipe - (123)
1,364.781,496.670.076398.08.0PVC7,095.83MH737,126.14MH74SEWER Pipe - (153)
1,371.441,503.980.077213.08.0PVC7,559.03957,575.4196SEWER Pipe - (125) (1)
1,374.491,507.310.077243.08.0PVC7,853.841057,872.61106SEWER Pipe - (118)
1,378.611,511.840.078458.08.0PVC8,399.701318,435.29132SEWER Pipe - (96)
1,380.231,513.610.078398.08.0PVC7,179.78787,210.7879SEWER Pipe - (148)
1,386.451,520.430.079398.08.0PVC7,467.17917,498.4592SEWER Pipe - (126) (1)
1,388.091,522.230.079254.08.0PVC7,126.14MH747,146.15MH75SEWER Pipe - (152)
1,390.481,524.860.079274.08.0PVC7,609.16977,630.8298SEWER Pipe - (124)
1,409.961,546.210.081320.08.0PVC7,918.051087,944.06109SEWER Pipe - (116)
1,412.441,548.940.082370.08.0PVC7,065.65MH727,095.83MH73SEWER Pipe - (154)
1,412.791,549.320.082398.08.0PVC8,156.781198,189.26120SEWER Pipe - (104) (1)
1,414.751,551.470.082278.08.0PVC7,667.631007,690.38101SEWER Pipe - (122)
1,424.891,562.590.083249.08.0PVC7,538.36947,559.0395SEWER Pipe - (125) (1)
(1)
1,426.201,564.030.083316.08.0PVC7,512.08937,538.3694SEWER Pipe - (125) (1)
(1) (1)
1,432.961,571.440.084402.08.0PVC7,575.41967,609.1697SEWER Pipe - (125)
1,434.771,573.420.084396.08.0PVC8,366.371308,399.70131SEWER Pipe - (97)
1,440.281,579.470.085405.08.0PVC7,379.28867,413.6387SEWER Pipe - (129) (1)
(1)
1,442.741,582.160.085382.08.0PVC7,821.331047,853.84105SEWER Pipe - (118) (1)
1,447.741,587.640.086446.08.0PVC7,690.381017,728.60102SEWER Pipe - (121)
1,482.001,625.220.090400.08.0PVC8,449.131338,485.05134SEWER Pipe - (94)
1,495.601,640.130.091268.08.0PVC7,354.77857,379.2886SEWER Pipe - (129) (1)
(1) (1)
1,496.751,641.400.092213.08.0PVC8,615.271388,634.78139SEWER Pipe - (89)
1,500.791,645.820.092397.08.0PVC8,485.051348,521.61135SEWER Pipe - (93)
1,501.211,646.290.092434.08.0PVC8,084.391168,124.38117SEWER Pipe - (107)
Page 3 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
[phone]
1/18/2022
Bentley SewerGEMS Sanitary V8i (SELECTseries 2)
[08.11.02.49]Bentley Systems, Inc. Haestad Methods Solution Center501-38 SewerGEMS Sanitary - Canyon Analysis.swc
FlexTable: Conduit Table (501-38 SewerGEMS Sanitary - Canyon Analysis.swc)
Current Time: 0.000 hours
Capacity
(Design)
(gpm)
Capacity
(Full Flow)
(gpm)
Slope
(ft/ft)
Length
(ft)
Diameter
(in)
MaterialInvert (Stop)
(ft)
Stop NodeInvert (Start)
(ft)
Start NodeLabel
1,505.061,650.510.093302.08.0PVC8,189.261208,217.23121SEWER Pipe - (104)
1,526.081,673.550.095590.08.0PVC7,728.601027,784.78103SEWER Pipe - (120)
1,554.371,704.580.099370.08.0PVC7,784.781037,821.33104SEWER Pipe - (119)
1,558.481,709.090.099404.08.0PVC8,521.611358,561.73136SEWER Pipe - (92)
1,560.531,711.340.100139.08.0PVC8,435.291328,449.13133SEWER Pipe - (95)
1,595.861,750.080.104516.08.0PVC8,634.781398,688.51140SEWER Pipe - (88)
1,633.111,790.940.109325.08.0PVC8,579.831378,615.27138SEWER Pipe - (90)
1,634.451,792.400.109400.08.0PVC9,065.771499,109.46150SEWER Pipe - (81)
1,645.031,804.010.111264.08.0PVC9,036.561489,065.77149SEWER Pipe - (82)
1,669.961,831.340.114455.08.0PVC8,723.691418,775.57142SEWER Pipe - (87) (2)
1,689.211,852.460.117309.08.0PVC8,806.171438,842.22144SEWER Pipe - (86)
1,691.771,855.260.117292.08.0PVC8,217.231218,251.40MH122SEWER Pipe - (103) (1)
(1)
1,717.871,883.890.121349.08.0PVC8,842.221448,884.33145SEWER Pipe - (85)
1,719.571,885.750.121824.08.0PVC8,936.941469,036.56148SEWER Pipe - (83)
1,731.481,898.810.123287.08.0PVC8,688.511408,723.69141SEWER Pipe - (87) (1)
1,735.371,903.070.123147.08.0PVC8,561.731368,579.83137SEWER Pipe - (91)
1,763.171,933.560.127273.08.0PVC9,220.54T1539,255.24T154SEWER Pipe - (23)
1,780.801,952.900.130236.08.0PVC8,775.571428,806.17143SEWER Pipe - (87)
1,807.831,982.540.134295.08.0PVC9,255.24T1549,294.66T155SEWER Pipe - (22)
1,811.771,986.850.134392.08.0PVC8,884.331458,936.94146SEWER Pipe - (84)
1,973.032,163.700.159287.08.0PVC9,117.271519,162.95T152SEWER Pipe - (42)
2,246.892,464.030.206279.08.0PVC9,162.95T1529,220.54T153SEWER Pipe - (31)
Page 4 of 427 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA
[phone]
1/18/2022
Bentley SewerGEMS Sanitary V8i (SELECTseries 2)
[08.11.02.49]Bentley Systems, Inc. Haestad Methods Solution Center501-38 SewerGEMS Sanitary - Canyon Analysis.swc
Project Description
Friction Method Manning Formula
Solve For Discharge
Input Data
Roughness Coefficient 0.010
Channel Slope 0.02000 ft/ft
Normal Depth 8.00 in
Diameter 8.00 in
Results
Discharge 997.09 gpm
Flow Area 0.35 ft²
Wetted Perimeter 2.09 ft
Hydraulic Radius 2.00 in
Top Width 0.00 ft
Critical Depth 0.64 ft
Percent Full 100.0 %
Critical Slope 0.01740 ft/ft
Velocity 6.36 ft/s
Velocity Head 0.63 ft
Specific Energy 1.30 ft
Froude Number 0.00
Maximum Discharge 2.39 ft³/s
Discharge Full 2.22 ft³/s
Slope Full 0.02000 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 in
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 in
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 100.00 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 8.00 in
Critical Depth 0.64 ft
Channel Slope 0.02000 ft/ft
Critical Slope 0.01740 ft/ft
8" Sewer @ 2.0%
1/17/2022 5:33:32 PM
Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]
27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone]of1Page
Project Description
Friction Method Manning Formula
Solve For Discharge
Input Data
Roughness Coefficient 0.010
Channel Slope 0.00300 ft/ft
Normal Depth 10.00 in
Diameter 10.00 in
Results
Discharge 700.17 gpm
Flow Area 0.55 ft²
Wetted Perimeter 2.62 ft
Hydraulic Radius 2.50 in
Top Width 0.00 ft
Critical Depth 0.56 ft
Percent Full 100.0 %
Critical Slope 0.00477 ft/ft
Velocity 2.86 ft/s
Velocity Head 0.13 ft
Specific Energy 0.96 ft
Froude Number 0.00
Maximum Discharge 1.68 ft³/s
Discharge Full 1.56 ft³/s
Slope Full 0.00300 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 in
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 in
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 100.00 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 10.00 in
Critical Depth 0.56 ft
Channel Slope 0.00300 ft/ft
Critical Slope 0.00477 ft/ft
10" Sewer @ 0.3%
1/17/2022 5:32:38 PM
Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]
27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone]of1Page
Project Description
Friction Method Manning Formula
Solve For Discharge
Input Data
Roughness Coefficient 0.010
Channel Slope 0.00250 ft/ft
Normal Depth 12.00 in
Diameter 12.00 in
Results
Discharge 1039.36 gpm
Flow Area 0.79 ft²
Wetted Perimeter 3.14 ft
Hydraulic Radius 3.00 in
Top Width 0.00 ft
Critical Depth 0.65 ft
Percent Full 100.0 %
Critical Slope 0.00434 ft/ft
Velocity 2.95 ft/s
Velocity Head 0.14 ft
Specific Energy 1.14 ft
Froude Number 0.00
Maximum Discharge 2.49 ft³/s
Discharge Full 2.32 ft³/s
Slope Full 0.00250 ft/ft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 in
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 in
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 100.00 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 12.00 in
Critical Depth 0.65 ft
Channel Slope 0.00250 ft/ft
Critical Slope 0.00434 ft/ft
12" Sewer @ 0.25%
1/17/2022 5:30:59 PM
Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries 1) [08.11.01.03]
27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone]of1Page

Appendix F. Model Reports
A. Aspen Meadows Water Demands
B. Aspen Meadows Sewage Generation

OCCUPANCY RATE
100.00%
WINTER SUMMER WINTER WINTER SUMMER WINTER SUMMER WINTER SUMMER TOTAL
(GPD)(GPD)(GPM)(GPM)(GPD)(GAL)(GAL)(GAL)(GAL)(GPM)(GPM)(AC-FT)(AC-FT)
(a)(b)(c)(d)(e)(g)(h)(i)(j)(k)(l)(m)(n)(o)(p)
(FORMULAS)(b)*(c)/1440 (b)*(d)/1440 (g)*1440mpd ((c)/2)*1.05 ((c)/2)*1.05 (b)*(i)(b)*(j)((c)*0.5*365)/(43,560*7.48)(b*(o)*100%)
bb
1.3-4 bedroom 3.5 bath Condominum 700 100.00%700 245 245 119 119 171,500 129 129 90,038 90,038 0.137 96.06
2.Single family 6-8 BR 4.5 baths on 2.0 - 2.5 acre lots 56 133.33%75 245 245 13 13 18,293 129 129 9,604 9,604 0.137 10.25
3.3 -4 bedroom 3.5 bath townhome 24 100.00%24 245 245 4 4 5,880 129 129 3,087 3,087 0.137 3.29
4.3 -4 bedroom 3.5 bath cabins 20 100.00%20 245 245 3 3 4,900 129 129 2,573 2,573 0.137 2.74
5.Single family 6 - 8 BR 4.5 baths on 3 - 9 acre lots 60 133.33%80 245 245 14 14 19,600 129 129 10,290 10,290 0.137 10.98
6.Single family 5-6 BR 3.5 baths on 1.9 - 2 acre lots 30 112.50%34 245 245 6 6 8,269 129 129 4,341 4,341 0.137 4.63
7.3 -4 bedroom 3.5 bath townhome 235 100.00%235 245 245 40 40 57,575 129 129 30,227 30,227 0.137 32.25
8.Hotel/Condo Units 1-2 Bedroom 2 bath 200 54.17%108 245 245 18 18 26,542 129 129 13,934 13,934 0.137 14.87
9.
Single family 5-6 BR 3.5 baths on 1.9 - 2 acre lots (note
these lots are exempt as they were a previously approved
subdivision with water provided by the town)
65 112.50%73 0 0 0 0 0 0 0 0 0 0.000 0.00
10.Single family estate lots 8 - 10 BR 4.5 baths on 10+ acre lots 2 133.33%3 245 245 0 0 653 129 129 343 343 0.137 0.37
0 0
11.Single family 8 - 10 BR 4.5 baths on 10+ acre lots 46 133.33%61 245 245 10 10 15,027 129 129 7,889 7,889 0.137 8.42
12.Guest houses 4 - 5 BR 3.5 baths on same lot as ranch
house 29 100.00%29 245 245 5 5 7,105 129 129 3,730 3,730 0.137 3.98
Residential Totals 1,467 1,442 233 233 335,344 176,055 176,055 188
13.Hotel rooms (DDW rule 150 GPD/room)200 29.17%58 245 245 10 10 14,292 129 129 7,503 7,503 0.137 8.00
14.
Hotel restaurant 7500 SF 200 seats (DDW rule 35 gpd) -
200 seats*35gpd/seat/800gpd/ERC = 8.75 ERCs use 9
ERCs
200 4.38%9 245 245 1.5 1.5 2,144 129 129 1,125 1,125 0.137 1.20
15.
Hotel convention center center 22,500 SF assume 500
seats (no DDW rule use 10 gpd/seat like ski area) - 500
seats * 10 gpd per seat/800 gpd/ERC = 6.25 ERCs
500 1.25%6 245 245 1 1 1,531 129 129 804 804 0.137 0.86
16.
Office 160,000 SF/300SF/person = 534 people (DDW rule
15 gpd/person w/no cafeteria) - 534 capita * 15
gpd/capita/800 gpd/ERC = 10 ERCs
160,000 0.006%10 245 245 2 2 2,450 129 129 1,286 1,286 0.137 1.37
17.
Retail 31,000 SF/3100SF/store= 10 stores X 1 shared public
toilet = 10 public toilet rooms (DDW rule 500gpd/public toilet)
- 10 PT * 500gpd/PT/800gpd/ERC = 6.25 ERCs
6 100.00%6 245 245 1 1 1,296 129 129 804 804 0.137 0.86

18.Sid's Cabin Restaurant 3000 SF 100 seats (DDW rule 35
gpd) - 100 seats*35gpd/seat/800gpd/ERC = 4 ERCs 100 4.38%4 245 245 0.7 0.7 1,072 129 129 563 563 0.137 0.60
19.Hotel restaurants 7500 SF 200 seats (DDW rule 35 gpd) -
200 seats*35gpd/seat800 gpd/ERC = 9 ERCs 200 4.38%9 245 245 1.5 1.5 2,144 129 129 1,125 1,125 0.137 1.20
20.
Hotel convention center center 22,500 SF assume 500
seats (no DDW rule use 10 gpd/seat like ski area) - 500
seats * 10 gpd per seat/800gpd/ERC = 10 ERCs
500 1.25%6 245 245 1 1 1,531 129 129 804 804 0.137 0.86
21.Skier services 16,000 0.006%1 245 245 0.17 0.17 245 129 129 129 129 0.137 0.14
22.
Aspen Meadows Property Management Office 3000
SF/300SF/person = 10 people (DDW rule 15 gpd/person
w/no cafeteria) - 10 capita * 15 gpd/capita /800gpd/ERC =
0.2 ERCs (use 0.5 ERC)
3,000 0.006%0.500 245 245 0.09 0.09 123 129 129 64 64 0.137 0.07
23.
Aspen Meadows Development Office 3000
SF/300SF/person = 10 people (DDW rule 15 gpd/person
w/no cafeteria) - 10 capita * 15 gpd/capita/800 gpd/ERC =
0.2 ERCs (use 0.5 ERC)
3,000 0.01%0.500 245 245 0.09 0.09 123 129 129 64 64 0.137 0.07
24.
Brian Head Town Public Works / Fire station and EMS
Building, assume showers and food prep facilities with a
daily staff of 15 people at 70 gpd/cap - 15
cap*70gpd/cap/800 gpd/ERC = 1.31 ERCs (use 1.3 ERCs)
15 8.75%1.313 245 245 0.22 0.22 322 129 129 169 169 0.137 0.18
Subtotal Hotel and Commercial ERCs 112.3 19 19 27,271 14,441 14,441 15
1554.1 252 252 362,615 190,496 190,496 1,191 1,191 203.24ASPEN MEADOWS TOTAL ERCs POTABLE SUBTOTAL
I. POTABLE WATER DEMANDS
(10.8*(b)^0.64)
ASPEN MEADOWS ART VILLAGE - RESIDENTIAL
PEAK DAY SOURCE DEMAND STORAGE DEMAND PEAK INSTANTANEOUS
DEMANDITEM NO.TYPE OF USE Units % of ERC Weighted
ERCs
ANNUAL WATER RIGHTS DEMAND
UNIT DEMANDERC UNIT DEMAND TOTAL PEAK DAILY DEMAND UNIT DEMAND TOTAL DEMAND
SUMMER
ASPEN MEADOWS AT BRIAN HEAD, UTAH
WATER DEMANDS
ENSIGN PROJECT NUMBER 10752
FULLY DEVELOPED WATER SYSTEM DEMANDS AT 245GPD/ERC, 70% IRRIGATION EFFICIENCY AND 115 ACRES OF SNOWMAKING
AVERAGE ELEVATION = 9500 TO 10,000 FT ABOVE MSL
ASPEN MEADOWS FOUNDERS NEIGHBORHOOD
ASPEN MEADOWS OFFICES / TOWN OF BRIAN HEAD
ASPEN MEADOWS LONG MEADOW NEIGHBORHOOD SID'S
CABIN RESTURANT
ASPEN MEADOWS LONG MEADOW NEIGHBORHOOD
ASPEN MEADOWS UPPER VILLAGE
ASPEN MEADOWS SOUTHEAST NEIGHBORHOOD
ASPEN MEADOWS UPPER VILLAGE COMMERCIAL
ASPEN MEADOWS RANCH NEIGHBORHOOD
ASPEN MEADOWS ART VILLAGE HOTEL AND COMMERCIAL
11/17/2022 Ensign Engineering 1 of 2

IRRIGATE
D ACRES
IRRIG. AREA
% OF
TOTAL
TOTAL AREA
IRRIG.
(ACRES)
Irrig. Peak Day
Unit Demand
(GPM/acre)
PEAK DAY
IRRIG
DEMAND(GPM)
PEAK DAY
IRRIG.
DEMAND (GPD)
Unit storage
reqmt(GAL/
Irrig. Acre)
(GAL)(GPM)
USING 70% EFFICIENCY
IRRIGATION DEMAND
CALCULATION SHEET
(AC-FT/ACRE)
(AC-FT)
(aa)(bb)(dd)(ff)(gg)(hh)(ii)(jj)(kk)(ll)
(aa)*(bb)(dd)*(ee)(ff)*1440 ((ee)/2)*1440 (dd)*(hh)(ff)*2 (cc)*(kk)
25.Incidental outdooor water use for village 700 condominiums 0.50 100%0.50 3.96 1.98 2,851 2,849 1,425 4.0 1.69 0.8
26.Incidental outdooor water use for hotel, commercial and
office 0.50 100%0.50 3.96 1.98 2,851 2,849 1,425 4.0 1.69 0.8
27.Incidental outdooor water use for BH public works and
offices 0.10 100%0.10 3.96 0.40 570 2,849 285 0.8 1.69 0.2
28.Incidental outdooor water use for 259 single family homes
assume 200 sq ft per house hold 1.19 100%1.19 3.96 4.71 6,781 2,849 3,388 9.4 1.69 2.0
2.29
2.29 9.1 13,053.7 6,522.1 18.1 3.9
252 260.9 375,668.6 190,496.3 197,018.4 1,209.3 207.1
(GPM)(HOURS)190
29.Fire Flow (2,000 GPM for 2 hrs)2,000 2 N/A N/A 2,000 2,000 240,000 240,000
2,252 2,261 430,496 437,018 207.10
SNOW
AUGMENT
ED ACRES
SNOW
AUGMENTE
D AREA %
OF TOTAL
TOTAL SNOW
AUGMENTED
AREA
(ACRES)
SNOWMAKING
Peak Day Unit
Demand
(GPM/acre)
PEAK DAY
SNOWMAKING
DEMAND(GPM)
PEAK DAY
SNOWMAKING
DEMAND (GPD)
AVAILABLE
SOURCE
FOR SNOW
MAKING
GPM
SOURCE GPM
FOR 60 DAYS
(ACRE-FEET)
SNOWMAKING
POND
STORAGE
REQM'T (ACRE-
FEET)
ASSUME
SNOWMAKIN
G PUMPS AT
12 HRS/DAY
(GPM)
UNIT SNOWMAKING
DEMAND 40% DENSITY 1.5'
DEEP
(ACRE-FEET/ACRE)
(AC-FT)
(aa)(bb)(dd)(ff)(gg)(hh)(ii)(jj)(kk)(ll)(mm)
(aa)*(bb)(dd)*(ee)(ff)*1440 (mm)-(ii)(ff)*2 (cc)*(kk)
30.Snowmaking on 100 acres 1.5' deep of compacted snow,
assume 40% density 100.00 100%100.00 4.50 450.00 648,000 50.00 13.24 46.76 900.0 0.60 60.0
31.Snowmaking on 15 acres 1.5' deep of compacted snow,
assume 40% density 15.00 100%15.00 4.50 67.50 97,200 8.00 2.12 6.88 135.0 0.60 9.0
115.115.00 517.50 745,200 58.00 15.35 53.65 1,035.0 69.0
309.98 276.1
Less 80% of snowmaking water that returns to augment groundwater & streamflows in the spring -55.2
220.9
NOTES:
1. The Irrigation Demand spreadsheet calculates an annual demand for turf grass and 70% irrigation efficiency to be 1.69 ac-ft /year.
ASPEN MEADOWS - PEAK DAY SOURCE AND WATER RIGHT DEMANDS FOR INDOOR, OUTDOOR, AND
SNOWMAKING
ASPEN MEADOWS - TOTAL SNOWMAKING DEMANDS
5. The peak day ERC source requirment of 245 gallons per peak day (GPD) as determined by Tooele recent water use study. It is felt that this is a
reasonable and realistic number because Herriman City determined their unit demand to be 241 gpd/REC. Aspen Meadow's unit demand could be
even lower because all units will have low flow water saving fixtures.
6. An ERC for potable demand calculations is assumed to be a single family home with 4 to 5 bedrooms and 3 baths.
8. The owner has provided the acreage of snow making we need to make snow on.
9. The average snowmaking demand is the 60 acre-feet in 60 days (November thru December) or 1 ac-ft/day which is 0.5 cfs (225 gpm) flowing for 24 hours.
10. The assumed peak day demand is 2 X average day demand or 2 X 225 = 450 gpm
11. The assumed source available to make snow for the two month snowmaking period is 58 gpm which would make 15.35 ac- ft in the two month period
12. Subtracting the 15.35 ac-ft from the required 69 ac-ft needed to make 1.5' of 40 % density snow on 115 acres gives 53.65 ac-ft the required snowmaking pond capacity.
13. In order to make snow during a 12 hour period on really cold days the snowmaking pumping system may have to be able to pump 2 x peak day or 2 X 517.5 =1035 gpm
14. Studies of snowmaking systems have shown that they are at most only 20% consumptive as some water is lost to the atmosphere with wind and sublimation. Therefor
80% of the water diverted for snowmaking will be returned to groundwater recharge and stream runof in the spring and early summer.
2. The irrigation demand spreadsheet calculates the peak day demand for turf grass at 3.96 gpm @ 70% irrigation efficiency.
ASPEN MEADOWS - IRRIGATION DEMANDS SUBTOTAL
II. ASPEN MEADOWS OUTDOOR WATER DEMANDS
(FORMULAS)
ASPEN MEADOWS
3. Peak potable system demand is defined by State Code R309-510 as required fire flow plus peak day potable, & irrigation source demand.
7. The unit type's percentage of an ERC is based on the unit type's number fixture units divided by the number of fixture units in a standard ERC being a single family home
with 4 to 5 bedrooms and 3 baths.
4. Institutional peak day demands were converted to ERCs using the DDW unit demands for each type of use/800 gpd/ERC.
III. FIRE FLOW/STORAGE RESERVES
ASPEN MEADOWS-PEAK SYSTEM DEMAND = PEAK DAY DEMAND PLUS FIRE FLOW
ASPEN MEADOWS - PEAK DAY SOURCE, STORAGE AND WATER RIGHT DEMAND FOR POTABLE AND IRRIGATION
COMBINED
IV. ASPEN MEADOWS SNOWMAKING WATER DEMANDS
(FORMULAS)
ASPEN MEADOWS -TOTAL WATER RIGHT DEMAND FOR POTABLE, IRRIGATION, AND
SNOWMAKING COMBINED
ASPEN MEADOWS SNOWMAKING
(hh)/448.8*
1.98*60
11/17/2022 Ensign Engineering 2 of 2
PEAKING
FACTOR
CAP/
ERC
POPULA
TION
PER
UNIT
TYPE
4.0 for <15-
inch pipe per
SBWRD
WINTER/SUMMER
(GPD/ERC)(GPM)(GPD)(GPD)(GPM)
(a)(b)(c)(d)(e)(f)(g)(h)(i)(j)(k)
(FORMULAS)(a)*(b)(c)*(d)/14
40
(e)*1440
mpd (c)*(g)
4.0 for <15-
inch pipe per
Snyderville
Basin
(f)*(i)((j)/1440)

1.3-4 bedroom 3.5 bath Condominum (assume 25% 4 BR)700 108%756 320 168.00 241,920 3.2 2,419 4.00 967,680 672.0

2.Single family 6-8 BR 4.5 baths on 2.0 - 2.5 acre lots 56 200%112 320 24.89 35,840 3.2 358 4.00 143,360 99.6
3.3 -4 bedroom 3.5 bath townhome (assume 25% 4 BR)24 108%26 320 5.76 8,294 3.2 83 4.00 33,178 23.0
4.3 -4 bedroom 3.5 bath cabins (assume 25% 4 BR)20 108%22 320 4.80 6,912 3.2 69 4.00 27,648 19.2
5.Single family 6 - 8 BR 4.5 baths on 3 - 9 acre lots 70 200%140 320 31.11 44,800 3.2 448 4.00 179,200 124.4
6.Single family 5-6 BR 3.5 baths on 1.9 - 2 acre lots 28 167%47 320 10.39 14,963 3.2 150 4.00 59,853 41.6
7.3 -4 bedroom 3.5 bath townhome (assume 25% 4 BR)235 108%254 320 56.40 81,216 3.2 812 4.00 324,864 225.6
8.Hotel/Condo Units 1-2 Bedroom 2 bath (assume 50% 2 BR)200 50%100 320 22.22 32,000 3.2 320 4.00 128,000 88.9
9.Single family 5-6 BR 3.5 baths on 1.9 - 2 acre lots 65 167%109 320 24.12 34,736 3.2 347 4.00 138,944 96.5
10.Single family estate lots 8 - 10 BR 4.5 baths on 10+ acre lots 2 267%5 320 1.19 1,709 3.2 17 4.00 6,835 4.7
11.Single family 8 - 10 BR 4.5 baths on 10+ acre lots 46 267%123 320 27.29 39,302 3.2 393 4.00 157,210 109.2
12.Guest houses 4 - 5 BR 3.5 baths on same lot as ranch house
(assume 50% are 4 BR)29 150%44 320 9.67 13,920 3.2 139 4.00 55,680 38.7
Aspen Meaows Residential Totals 1,475 1,736 385.84 555,613 5,556 4.00 2,222,451 1,543.4
UNIT AVERAGE
DAY SEWAGE
FLOW
GENERATION
TOTAL AVERAGE
DAILY SEWAGE
FLOW
PEAK SEWAGE GENERATION FLOWS
POPULATION
TOTAL PEAK
HOURLY FLOWS
I. SEWAGE FLOW GENERATION
ASPEN MEADOWS ART VILLAGE - RESIDENTIAL
ASPEN MEADOWS FOUNDERS NEIGHBORHOOD
ASPEN MEADOWS LONG MEADOW NEIGHBORHOOD
ASPEN MEADOWS RANCH NEIGHBORHOOD
ASPEN MEADOWS UPPER VILLAGE
ASPEN MEADOWS SOUTHEAST NEIGHBORHOOD
ASPEN MEADOWS AT BRIAN HEAD, UTAH
SEWAGE GENERATION - 07711/2022
ENSIGN PROJECT NUMBER 10752
FULLY DEVELOPED SEWAGE SYSTEM GENERATION
AVERAGE ELEVATION = 9,500 to 10,000 FT ABOVE MSL
WINTER/SUMMER
ITEM
NO.TYPE OF USE Units % of ERC Weighted
ERCs
12/15/2022 Ensign Engineering 1 of 2
13.Hotel rooms (DDW rule 150 GPD/room)200 33%66.00 320 14.67 21,120 3.2 211 4.00 84,480 58.7
14.Hotel restaurant 7500 SF 200 seats (DDW rule 35 gpd) - 200
seats*35gpd/seat/800gpd/ERC = 8.75 ERCs use 9 ERCs 9 100%9.00 320 2.00 2,880 3.2 29 4.00 11,520 8.0
15.
Hotel convention center center 22,500 SF assume 500 seats (no
DDW rule use 10 gpd/seat like ski area) - 500 seats * 10 gpd per
seat/800 gpd/ERC = 6.25 ERCs
6 100%6.25 320 1.39 2,000 3.2 20 4.00 8,000 5.6
16.
Office 160,000 SF/300SF/person = 534 people (DDW rule 15
gpd/person w/no cafeteria) - 534 capita * 15 gpd/capita/800
gpd/ERC = 10 ERCs
10 100%10.00 320 2.22 3,200 3.2 32 4.00 12,800 8.9
17.
Retail 31,000 SF/3100SF/store= 10 stores X 1 shared public toilet
= 10 public toilet rooms (DDW rule 500gpd/public toilet) - 10 PT *
500gpd/PT/800gpd/ERC = 6.25 ERCs
6 100%6.25 320 1.39 2,000 3.2 20 4.00 8,000 5.6

18.Sid's Cabin Restaurant 3000 SF 100 seats (DDW rule 35 gpd) -
100 seats*35gpd/seat/800gpd/ERC = 4 ERCs 4 100%4.00 320 0.89 1,280 3.2 13 4.00 5,120 3.6

19.Hotel restaurants 7500 SF 200 seats (DDW rule 35 gpd) - 200
seats*35gpd/seat800 gpd/ERC = 9 ERCs 9 100%9.00 320 2.00 2,880 3.2 29 4.00 11,520 8.0
20.
Hotel convention center center 22,500 SF assume 500 seats (no
DDW rule use 10 gpd/seat like ski area) - 500 seats * 10 gpd per
seat/800gpd/ERC = 10 ERCs
10 100%10.00 320 2.22 3,200 3.2 32 4.00 12,800 8.9
21.Skier services (men's and women's restroom for patrons and
employees - assume 2 ERCs)2 100%2.00 320 0.44 640 3.2 6 4.00 2,560 1.8

22.
Aspen Meadows Property Management Office 3000
SF/300SF/person = 10 people (DDW rule 15 gpd/person w/no
cafeteria) - 10 capita * 15 gpd/capita /800gpd/ERC = 0.2 ERCs
(use 0.5 ERC)
0.5 100%0.50 320 0.11 160 3.2 2 4.00 640 0.4
23.
Aspen Meadows Development Office 3000 SF/300SF/person = 10
people (DDW rule 15 gpd/person w/no cafeteria) - 10 capita * 15
gpd/capita/800 gpd/ERC = 0.2 ERCs (use 0.5 ERC)
0.5 100%0.50 320 0.11 160 3.2 2 4.00 640 0.4
24.
Brian Head Town Public Works / Fire station and EMS Building,
assume showers and food prep facilities with a daily staff of 15
people at 70 gpd/cap - 15 cap*70gpd/cap/800 gpd/ERC = 1.31
ERCs (use 1.3 ERCs)
1.3 100%1.30 320 0.29 416 3.2 4 4.00 1,664 1.2
Aspen Meadows Subtotal Hotel, Office, Commercial ERCs 124.8 27.73 39,936 399 4.00 159,744 111
1861 413.58 595,549 5,955 4.00 2,382,195 1,654
PEAK HOURLY FLOW USING TEN STATE STANDARD FORMULA (18+SQRT(P))/(4+SQRT(P))5,955 3.17 1,890,142 1,313
NOTES:
4. Peaking factor set at 4.0 for all lines 15-inches and smaller per Snyderville Basin standards
5. Residential connections are based on number of bedrooms, with a one bedroom being 1/3 ERC, two bedrooms being 2/3 ERC, and three bedrooms being 3/3 ERC or 1 ERC
ASPEN MEADOWS TOTAL ERCs TOTAL SEWAGE FLOWS
1. Assume average occupancy per ERC = 3.2 people
2. R317-3-2 requires 100 gpd per capita
3. Average daily flow per ERC = 3.2 cap/ERC X100 gpd/cap = 320 gpd per ERC
ASPEN MEADOWS LONG MEADOW NEIGHBORHOOD SID'S CABIN RESTURANT
ASPEN MEADOWS ART VILLAGE HOTEL AND COMMERCIAL
ASPEN MEADOWS OFFICES / TOWN OF BRIAN HEAD
ASPEN MEADOWS UPPER VILLAGE COMMERCIAL
12/15/2022 Ensign Engineering 2 of 2

Appendix G. Development & Screening of
Alternatives
A. Development of Alternatives
Alternatives to installing new sewer lines have been considered. The only alternative to the
proposed sewer lines is No Action. The advantages and disadvantages of the No Action Alternative
have been assessed, as well as the cost to the owner. Due to the upcoming septic density study,
the No Action alternative is not acceptable.
i. No Action
The existing areas proposed to be serviced by new sewer lines are located in subdivisions (Ski
Haven Chalets, Units A and B) that had previously been subdivided as part of Iron County and
were annexed into Brian Head town in 2009.
Benefits to the No Action Alternative include:
 No cost to the users of the system.
Disadvantages of the No Action Alternative include:
 No growth could be permitted in the proposed service area due to the changes in the
upcoming density study resulting in reductions to the septic units allowed in Brian Head.
B. Cost Effective Analysis
i. No Action
No Action Cost = $0

Appendix H. Environmental Analysis
A. Abstract
The potential project consists of the installation of sewer (sewer manholes and sewer pipe) in
existing subdivisions (Ski Haven Chalets, Units A and B) that had previously been subdivided as
part of Iron County and were annexed into Brian Head town in 2009. The sewer lines will be
installed in existing roadways: Ponderosa Drive, Snow Shoe Drive, Snowman Drive, Toboggan Lane
and Snow Mobile Road. The proposed project will provide sewer services to 86 lots, twelve of
which have existing structures that will tie into the new sewer once put into service. The combined
acreage of the property that will be serviced by the proposed project is roughly 48 acres. There
are no anticipated adverse impacts with the installation of the sewer line as it will remove the
existing septic systems that are currently being used by the existing structures and will prevent
the installation of future septic systems in the project area. There will be no disturbance to
undisturbed soil and vegetation as the project will be installed under existing roads.
B. Environmental Impacts
An environmental analysis has been performed for the affected areas of the potential project
locations. Letters and a map of the area have been sent to the following agencies: The Utah
Division of Air Quality, Utah Wildlife Resources, the U.S. Army Corps of Engineers, U.S. Fish and
Wildlife, USDA Soil Conservation Service, and the Utah Division of State History.
i. Historical and Archaeological Sites
There are no known historical or archaeological sites proximate to the proposed project
locations. An exhibit showing the potential project locations will be forwarded to the State of
Utah, Division of State History office for concurrence.
ii. Floodplains and Wetlands
The FEMA floodplain map for the area is #490079 0750 B. It classifies the proposed project
area as Zone C, Areas of Minimal Flooding.
iii. Agricultural Lands
There are no agricultural lands in the vicinity of the proposed project locations.
iv. Wild and Scenic Rivers
There are no Wild and Scenic Rivers near the proposed project locations.

v. Fish and Wildlife Protection
We have reached out to the U.S. Fish and Wildlife Service and provided an exhibit showing
the potential project locations.
vi. Air Quality
Dust from construction activities will be controlled by spraying. We have reached out to the
Division of Air Quality and provided an exhibit showing the potential project locations.
vii. Direct and Indirect Impacts
Direct impacts to the area from the construction and installation of the sewer line include the
potential for clogging and degradation of the sewer pipes if the pipes are not properly
maintained.
No indirect impacts are predicted.
viii. Mitigating Adverse Impacts
See Direct and Indirect Impacts above.

April 11, 2024

U.S. Army Corps of Engineers – Utah Regulatory Office
Attn: Jason Gipson
533 West 2600 South, Suite 150
Bountiful, UT 84010

Re: Brian Head Town – 2024 Infrastructure Project
Dear Mr. Gipson:
Brian Head Town has proposed to install a new sewer line located east of Highway 143, and
along roads Ponderosa Drive, Snow Shoe Drive, Snowman Drive, Toboggan Lane, and Snow
Mobile Road (see attached location exhibits). The project would be funded by the State of Utah
Department of Environmental Quality, Division of Water Quality. The environmental effects of
the proposed project are being analyzed by the Utah Division of Water Quality.
Project Purpose and Need: Large areas on the east side of Brian Head were annexed into the
Town in 2009. These subdivisions didn’t provide sewer or water to the property owners. An
ongoing septic density study is anticipated to greatly reduce the amount of septic tanks allowed
to be constructed in Brian Head, requiring the installation of new sewer to service existing
subdivisions. Improvements include the installation of new sewer manholes, gravity sewer pipe,
and pressurized sewer pipe in existing roads and platted subdivisions.
This letter begins the process of preparing the Finding of No Significant Impact (FONSI). Its
purpose is to give notice of the proposed action and invite interested parties to comment on the
scope of analysis or raise specific issues that they feel should be analyzed. This letter is being
sent to agencies and Tribes that might have interest in the proposed action.
Please provide comments within 30 days from the date of this notification. Comments should be
sent to Rhett Beazer via email at [e-mail] or:
Alpha Engineering
Attn: Rhett Beazer
43 South 100 East, Suite 100
St. George, Utah 84770
Sincerely,

Rhett Beazer P.E.
ALPHA ENGINEERING COMPANY

Encl: Project Location Exhibit

April 11, 2024

Attn: Chris Hansen
300 Rio Grande
Salt Lake City, UT 84101-1182

Re: Brian Head Town – 2024 Infrastructure Project
Dear Mr. Hansen:
Brian Head Town has proposed to install a new sewer line located east of Highway 143, and
along roads Ponderosa Drive, Snow Shoe Drive, Snowman Drive, Toboggan Lane, and Snow
Mobile Road (see attached location exhibits). The project would be funded by the State of Utah
Department of Environmental Quality, Division of Water Quality. The environmental effects of
the proposed project are being analyzed by the Utah Division of Water Quality.
Project Purpose and Need: Large areas on the east side of Brian Head were annexed into the
Town in 2009. These subdivisions didn’t provide sewer or water to the property owners. An
ongoing septic density study is anticipated to greatly reduce the amount of septic tanks allowed
to be constructed in Brian Head, requiring the installation of new sewer to service existing
subdivisions. Improvements include the installation of new sewer manholes, gravity sewer pipe,
and pressurized sewer pipe in existing roads and platted subdivisions.
This letter begins the process of preparing the Finding of No Significant Impact (FONSI). Its
purpose is to give notice of the proposed action and invite interested parties to comment on the
scope of analysis or raise specific issues that they feel should be analyzed. This letter is being
sent to agencies and Tribes that might have interest in the proposed action.
Please provide comments within 30 days from the date of this notification. Comments should be
sent to Rhett Beazer via email at [e-mail] or:
Alpha Engineering
Attn: Rhett Beazer
43 South 100 East, Suite 100
St. George, Utah 84770
Sincerely,

Rhett Beazer P.E.
ALPHA ENGINEERING COMPANY

Encl: Project Location Exhibit

April 11, 2024

U.S. Fish and Wildlife Service
Attn: Larry Christ
2369 W. Orton Circle, Suite 50
West Valley City, Utah 84119

Re: Brian Head Town – 2024 Infrastructure Project
Dear Mr. Christ:
Brian Head Town has proposed to install a new sewer line located east of Highway 143, and
along roads Ponderosa Drive, Snow Shoe Drive, Snowman Drive, Toboggan Lane, and Snow
Mobile Road (see attached location exhibits). The project would be funded by the State of Utah
Department of Environmental Quality, Division of Water Quality. The environmental effects of
the proposed project are being analyzed by the Utah Division of Water Quality.
Project Purpose and Need: Large areas on the east side of Brian Head were annexed into the
Town in 2009. These subdivisions didn’t provide sewer or water to the property owners. An
ongoing septic density study is anticipated to greatly reduce the amount of septic tanks allowed
to be constructed in Brian Head, requiring the installation of new sewer to service existing
subdivisions. Improvements include the installation of new sewer manholes, gravity sewer pipe,
and pressurized sewer pipe in existing roads and platted subdivisions.
This letter begins the process of preparing the Finding of No Significant Impact (FONSI). Its
purpose is to give notice of the proposed action and invite interested parties to comment on the
scope of analysis or raise specific issues that they feel should be analyzed. This letter is being
sent to agencies and Tribes that might have interest in the proposed action.
Please provide comments within 30 days from the date of this notification. Comments should be
sent to Rhett Beazer via email at [e-mail] or:
Alpha Engineering
Attn: Rhett Beazer
43 South 100 East, Suite 100
St. George, Utah 84770
Sincerely,

Rhett Beazer P.E.
ALPHA ENGINEERING COMPANY

Encl: Project Location Exhibit

April 11, 2024

USDA Soil Conservation Service
Attn: Mr. Kent Sutcliffe
State Soil Scientist
125 S. State. Room 4402
SLC, Utah 84138

Re: Brian Head Town – 2024 Infrastructure Project
Dear Mr. Sutcliffe:
Brian Head Town has proposed to install a new sewer line located east of Highway 143, and
along roads Ponderosa Drive, Snow Shoe Drive, Snowman Drive, Toboggan Lane, and Snow
Mobile Road (see attached location exhibits). The project would be funded by the State of Utah
Department of Environmental Quality, Division of Water Quality. The environmental effects of
the proposed project are being analyzed by the Utah Division of Water Quality.
Project Purpose and Need: Large areas on the east side of Brian Head were annexed into the
Town in 2009. These subdivisions didn’t provide sewer or water to the property owners. An
ongoing septic density study is anticipated to greatly reduce the amount of septic tanks allowed
to be constructed in Brian Head, requiring the installation of new sewer to service existing
subdivisions. Improvements include the installation of new sewer manholes, gravity sewer pipe,
and pressurized sewer pipe in existing roads and platted subdivisions.
This letter begins the process of preparing the Finding of No Significant Impact (FONSI). Its
purpose is to give notice of the proposed action and invite interested parties to comment on the
scope of analysis or raise specific issues that they feel should be analyzed. This letter is being
sent to agencies and Tribes that might have interest in the proposed action.
Please provide comments within 30 days from the date of this notification. Comments should be
sent to Rhett Beazer via email at [e-mail] or:
Alpha Engineering
Attn: Rhett Beazer
43 South 100 East, Suite 100
St. George, Utah 84770
Sincerely,

Rhett Beazer P.E.
ALPHA ENGINEERING COMPANY

Encl: Project Location Exhibit

April 11, 2024

Utah Wildlife Resources
Attn: Greg Sheehan, Director
P.O Box 146301
Salt Lake City, Utah 84114-6301

Re: Brian Head Town – 2024 Infrastructure Project
Dear Mr. Sheehan:
Brian Head Town has proposed to install a new sewer line located east of Highway 143, and
along roads Ponderosa Drive, Snow Shoe Drive, Snowman Drive, Toboggan Lane, and Snow
Mobile Road (see attached location exhibits). The project would be funded by the State of Utah
Department of Environmental Quality, Division of Water Quality. The environmental effects of
the proposed project are being analyzed by the Utah Division of Water Quality.
Project Purpose and Need: Large areas on the east side of Brian Head were annexed into the
Town in 2009. These subdivisions didn’t provide sewer or water to the property owners. An
ongoing septic density study is anticipated to greatly reduce the amount of septic tanks allowed
to be constructed in Brian Head, requiring the installation of new sewer to service existing
subdivisions. Improvements include the installation of new sewer manholes, gravity sewer pipe,
and pressurized sewer pipe in existing roads and platted subdivisions.
This letter begins the process of preparing the Finding of No Significant Impact (FONSI). Its
purpose is to give notice of the proposed action and invite interested parties to comment on the
scope of analysis or raise specific issues that they feel should be analyzed. This letter is being
sent to agencies and Tribes that might have interest in the proposed action.
Please provide comments within 30 days from the date of this notification. Comments should be
sent to Rhett Beazer via email at [e-mail] or:
Alpha Engineering
Attn: Rhett Beazer
43 South 100 East, Suite 100
St. George, Utah 84770
Sincerely,

Rhett Beazer P.E.
ALPHA ENGINEERING COMPANY

Encl: Project Location Exhibit