HomeMy WebLinkAbout20221217.tiffMEMORANDUM
TO: Esther Gesick DATE: April 20, 2022
FROM: Clay Kimmi, P.E., Public Works
SUBJECT: Water Rights Decree for Hokestra Gravel Pit and
Change of Use for Rural Ditch Irrigation Shares
Please place the attached water rights decree for the Hokestra Gravel Pit and the associated Change of
Use for the Rural Ditch Irrigation Shares on the BOCC Consent Agenda under Communications.
The BOCC does not need to sign anything with regards to the decree. The decree is related to the sale
of the Hokestra Gravel Pit to Central Colorado Water Conservancy District. In the purchase agreement,
Weld County agreed to participate in the water court case to change the Rural Ditch Irrigation Shares
from agricultural use to augmentation uses.
This decree also needs to be sent to the Clerk and Recorder for recording. Once it has been recorded,
please return a copy of the document to me.
CORtJ Un:Co.i;o(LS
O5/O2/22
cc :pc..) (cK)
5/27/x..2
2022-1217
E&OO O
DATE
DISTRICT COURT, WATER DIVISION 1, COLORADOcAsE
901 & 9th Street
P. O. Box 2038
Greeley, CO 80631
FILED. Apia 13, 2022 11.05 AM
NUMBER: 2017CW3202
♦ COURT USE ONLY •
Case No.: 17CW3202
Division 4
CONCERNING THE APPLICATION FOR WATER
RIGHTS OF:
BOARD OF COUNTY COMMISSIONERS OF THE
COUNTY OF WELD; and
GROUND WATER MANAGEMENT SUBDISTRICT OF
THE CENTRAL COLORADO WATER CONSERVANCY
DISTRICT
IN BOULDER and WELD COUNTIES.
CORRECTED
FINDINGS OF FACT, CONCLUSIONS OF LAW AND
DECREE OF THE WATER COURT
This claim having been filed with the Water Clerk, Water Division No. 1, on December
22, 2017, as corrected on January 4, 2018 and all matters contained in the Application having been
reviewed, and testimony and evidence having been taken as necessary, the Water Court hereby
enters the following Findings of Fact, Conclusions of Law, and Decree of the Water Court.
FINDINGS OF FACT
1. Names and Addresses of Applicants:
1.1. The Board of County Commissioners of the County of Weld, State of Colorado, ("Weld
County"), 915 10th Street, P.O. Box 758, Greeley, CO 80632, and
1.2. The Ground Water Management Subdistrict of the Central Colorado Water Conservancy
District, ("GMS"), 3209 West 28th Street, Greeley, CO 80634.
2. All notices of this matter required by law have been fulfilled and the Court has jurisdiction
over the subject matter of this application and over all persons and property affected by it,
irrespective of whether they or its owners have appeared.
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Carly Koppel, Clerk and Reoorder, Weld County CO
I IAW 11111
Case No. 17CW3202
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3. Statements of opposition were filed by the: Godding Ditch Company, Last Chance Ditch
Company, Rural Ditch Company, City of Longmont, Dream Weaver Holdings, LLC,
Water Users of District No. 6, Public Service Company of Colorado, Centennial Water
and Sanitation District, Bijou Irrigation Company, Bijou Irrigation District, the State
Engineer and Division Engineer for Water Division 1, Varra Companies, Inc., United
Water and Sanitation District, City of Englewood and the City of Boulder. No other
statements of opposition were filed and the time for filing has expired. Stipulations or
settlements were entered into between Applicants and the objectors as follows:
3.1. Godding Ditch Company, dated November 12, 2019.
3.2. Dream Weaver Holdings, LLC, dated March 13, 2020.
3.3. The City of Longmont, dated September 18, 2020.
3.4. The City of Boulder, dated September 25, 2020.
3.5. United Water and Sanitation District, dated September 30, 2020.
3.6. The City of Englewood, dated December 28, 2020.
3.7. Water Users Association of District No. 6, dated January 28, 2021.
3.8. The Last Chance Ditch Company, dated February 23, 2021.
3.9. Public Service Company of Colorado, a Colorado Corporation, dated September 8, 2021.
3.10. State and Division Engineers, dated January 25, 2022.
3.11. Varra Companies, Inc., dated February 17, 2022.
3.12. Centennial Water and Sanitation District, dated March 2, 2022.
3.13. Bijou Irrigation Company and Bijou Irrigation District, March 3, 2022.
3.14. Rural Ditch Company, March 7, 2022.
CHANGE OF WATER RIGHTS — RURAL DITCH CO. SHARES
4. Water Rights to be Changed. GMS owns the water rights represented by 3.75 of the
outstanding 50 shares of Rural Ditch represented by stock certificate no. 422 ("3.75
Shares").
5. Previous Decrees for the Water Rights.
5.1. The Rural Ditch was decreed in Case No. 1336 on June 2, 1882, with an appropriation
date of May 10, 1862, for 22.75 c.f.s. and an appropriation date of March 10, 1863, for
175.54 c.f.s. from Boulder Creek. 115.29 c.f.s. of the 175.54 c.f.s. 1863 water right was
abandoned by decree in Case No. 84CW412. The decreed use is for irrigation. The
headgate location is on Boulder Creek in the NEl/4 of Section 20, Township 2 North, Range
68 West of the 6th P.M., Weld County, Colorado. Expressed as a flow rate the 3.75 Shares
equate to 1.71 c.f.s. of the 1862 right and 4.52 c.f.s. of the 1863 Right. These flow rates
are set forth herein solely for the purposes of recording the change of water rights in the
water rights tabulation and are not intended to serve as a term or condition governing the
delivery or use of the 3.75 Shares.
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Carly Koppel, Clark and Raoordar, Wald County , CO
Case No. 17CW3202
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6. Historical Use.
6.1. Acreage and Water Deliveries. The 3.75 Shares were historically used along with other
shares in the Rural Ditch Company to irrigate lands on four farms referred to as Adler,
Gould, Slovek and Villa Farms, located in Section 2, Township 2 North, Range 68 West
and Section 35, Township 3 North, Range 68 West of the 6th P.M. Weld County, Colorado,
as shown on Figure 1 attached hereto. Over the study periods selected for analysis of the
four farms, the 3.75 Shares irrigated an average 116.6 acres. The study periods include
wet, dry, and average years, and are representative of the historical use of the water rights.
Pro rata river headgate diversions for the 3.75 Shares averaged 395.5 acre feet per year.
Applicants estimated long term average ditch losses to be 10%, which is consistent with
previous decrees which changed Rural Ditch shares. After adjusting for ditch loss, the
farm headgate deliveries for the 3.75 Shares were an average of 356.0 acre feet per year.
6.2. Historical Consumptive Use. The historical consumptive use was estimated using the
modified Blaney-Criddle method adjusted to approximate results consistent with the
ASCE Standardized Reference Evapotranspiration Methodology. The analysis reflected
effective precipitation and soil moisture storage and carryover and maximum application
irrigation efficiencies of 50-65%. The average annual consumptive use amount for the
3.75 Shares was 173.3 acre-feet (46.2 acre-feet per share).
6.3. Historical Return Flows. Total historical return flows for the 3.75 Shares were determined
to average 182.8 acre-feet per year. Return flows from the irrigated lands accrued to St.
Vrain Creek. In accordance with the terms of the stipulations dated May 13, 2005 between
GMS and the City of Greeley, and a separate stipulation with the City of Englewood, in
Case No. 02CW335, 100 percent of the return flows were assumed to return to the river
as subsurface return flows for lands located more than'/ mile from the stream where return
flows accrued, and for lands located less than 1/2 mile from the stream where return flows
accrued 60 percent of the return flows were assumed to return to the river as subsurface
return flows with the balance of 40 percent returning to the river as surface return flows
in the same month.
7. Change of Water Right. Applicants seek to change the use of the water rights represented
by the 3.75 Shares to include augmentation, recharge, replacement, industrial, and as a
source of substitute supply for exchange, in addition to the decreed irrigation use, with the
right to totally consume the consumable portion of the water, either by first use, successive
use, or disposition. The 3.75 Shares may be used as a source of augmentation and
replacement supply in the plans for augmentation in Case No. 02CW335, Case No.
03CW99 (Well Augmentation Subdistrict of the Central Colorado Water Conservancy
District ("WAS")), Case No. 16CW3202, Case No. 06CW274, consistent with the terms
of those decrees, and such other decreed augmentation plans as Applicants, the Central
Colorado Water Conservancy District ("Central"), or WAS may obtain in the future which
identify the 3.75 Shares as a source for replacing ground water depletions and return flows.
Applicants may lease the 3.75 Shares to others for the benefit of lands within Central's
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Carly Koppel, Clerk and Recorder, Weld County , CO
liv 1PAPAK II 4CIAV f ila Ilk 11111
Case No. 17CW3202
Page 4 of 23
boundaries (in accordance with C.R.S. 37-45-118(1)(j)) or Weld County's boundaries,
subject to the following conditions.
7.1. Water users who enter into contracts with Applicants may, subject to the terms and
conditions of this Decree, use the 3.75 Shares for the uses decreed herein, including in
existing augmentation plans or substitute water supply plans, provided the water
attributable to the 3.75 Shares is in excess of what is needed by the Applicants to replace
return flows and depletions under this Decree, is not otherwise being used in any other
augmentation plan or decree to replace return flows ("excess water") and, if used for
augmentation or replacement, is approved as a source in the existing augmentation plan
consistent with the terms of the decree for that plan, or by substitute water supply plans
approved by the State Engineer pursuant to Section 37-92-308, C.R.S. or successor statute.
7.2. Use of excess water attributable to the 3.75 Shares in other augmentation plans and in
substitute water supply plans approved by the State Engineer pursuant to Section 37-92-
308, C.R.S. or successor statutes shall be made only in a manner and to the extent
consistent with this Decree and the decrees for the other augmentation plans.
7.3. If the 3.75 Shares are used by any other water user(s) in five separate years, such other
water user(s) shall be required to apply to the Court for, and obtain, a decree or decrees
authorizing the use of the 3.75 Shares order for such use(s) to continue. Applicants may
enter into longer term agreements with water users within Applicants' boundaries for the
use of excess water attributable to the 3.75 Shares in existing augmentation plans if the
3.75 Shares are added as a source in the existing augmentation plan consistent with the
terms of the decree for that plan.
8. Operation. The 3.75 Shares will continue to be diverted at the river headgate of the Rural
Ditch. From that point the 3.75 Shares may be delivered to any of the following structures
generally shown on Figure 2: 1) the Shores Pond B Inlet Structure, located at a point in
the SE'/4 of the NE'/4 of Section 2, Township 2 North, Range 68 West of the 6th P.M. in
Weld County, Colorado (Shores Reservoir is owned by GMS and WAS, and is described
in the decree entered in Case No. 00CW83, Water Division No. 1); 2) an augmentation
structure currently located near the downstream end of the Rural Ditch at a point in the
NW'/4 of the NW'/4 of the NEI/4 of Section 1, Township 2 North, Range 68 West, 6t P.M.,
Weld County, Colorado; 3) a future augmentation/bypass structure to be constructed by
the Rural Ditch Company at a location at or near its river headgate on Boulder Creek; 4)
a future augmentation structure known as the Tri Town Stormwater Augmentation Station
which will provide drainage to St. Vrain Creek at a location to be determined near the
downstream end of the Rural Ditch; 5) Shores Pond C Inlet Structure located in the S'/2
of the NW'/4 of Section 1, Township 2 North, Range 68 West, 6th P.M., Weld County,
Colorado; 6) three existing storage reservoirs, two existing inlet structures and two
planned, to -be -constructed inlet structures into the Rinn Valley Water Storage Reservoir,
which is located in Section 10, Township 2 North, Range 68 West, 6th P.M.; and 7)
Hokestra Pit (a.k.a "Hokestra Reservoir") and Augmentation Station, at an existing Rural
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Carly Koppel, Clerk and Recorder, Weld County , CO
1111 PI)FJOh l l*' Fakariihr liM1411I1 11111
Case No. 17CW3202
Page 5 of 23
Ditch headgate located in the NE'/4 of the SWl/4 of Section 2, Township 2 North, Range
68 West of the 6th P.M., in Weld County, Colorado. These locations are shown on the
Figure 2 attached hereto. The 3.75 Shares may be stored in any of the storage reservoirs
described herein and may be subsequently delivered to Boulder Creek, Idaho Creek, or
St. Vrain Creek from the reservoirs. Prior to use of the augmentation structures described
in items 3) and 4), Applicants will obtain verbal approval by the water commissioner
confirming that each augmentation station will deliver water to the locations as described
in this paragraph. Following such verbal approval, the Office of the Division Engineer
for Water Division No. 1 shall send to Applicant and e -file a written confirmation of the
approval.
9. Terms and Conditions for Deliveries and Use of the 3.75 Shares. The court finds the
following terms and conditions are sufficient to prevent injury to water rights of others.
9.1. Delivery Limitations.
9.1.1. Deliveries. All diversions of the 3.75 Shares shall be made through the river
headgate of the Rural Ditch and delivered to any of the reservoirs and/or structures
described in paragraph 8 above, after deductions for ditch loss as described below.
All deliveries shall be measured. The augmentation station locations may be
relocated or other augmentation stations may be added by filing an application
with the Water Court and by obtaining approval for the use of such structure from
the Rural Ditch Company. Applicants may use such additional or re -located
augmentation stations after obtaining approval pursuant to a temporary Substitute
Water Supply Plan approved by the State Engineer pursuant to sections 37-92-308
or a Water Court Decree. No additional Water Court decree or Substitute Water
Supply Plan shall be required prior to the use of the reservoirs and/or structures
described in ¶8. The amount measured at the individual measurement point for a
reservoir or augmentation station shall be the "Augmentation Delivery" for
purposes of this Decree and shall include both the consumptive use portion and
return flow portion of the 3.75 Shares.
9.1.2. Ditch Loss. Applicants shall bear actual ditch losses for water delivered under the
3.75 Shares in the same percentage as all other shareholders in the Rural Ditch
Company and in accordance with Rural Ditch Company bylaws and policies.
9.1.3. Seasonal Limitation. Applicants' deliveries of the 3.75 Shares will be limited to
the period of April 1 through October 31.
9.1.4. Monthly Volumetric Limitations. Augmentation Deliveries of the 3.75 Shares
shall be limited to the following monthly acre-foot maximums.
Apr May Jun Jul Aug Sep Oct
31 112 161 186 148 68 55
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Carly Koppes, Clerk and Recorder, Weld County , CO
iftLIVhND1 h Yoh III III
Case No. 17CW3202
Page 6 of 23
9.1.5. Annual Volumetric Limitation. Annual Augmentation Deliveries of the 3.75
Shares shall not exceed 549 acre-feet, or 146 acre-feet per share, in any year.
9.1.6. Monthly Twenty -Year Volumetric Augmentation Delivery Limitation.
Augmentation Deliveries of the 3.75 Shares shall not exceed the following
monthly acre-foot maximums as rolling 20 -year cumulative limits. In order to
maintain a proper accounting of this rolling volumetric limit and to determine the
currently allowed Augmentation Delivery, the following method shall be used: (1)
sum the previous nineteen years of measured deliveries of the 3.75 Shares for each
month; and (2) subtract the sum from the respective rolling 20 -year cumulative
volumetric limit for each month. For the purpose of starting the calculation for the
20 -year rolling cumulative volumetric limitation, for the 19 years prior to the first
year in which the 3.75 Shares are used pursuant to this Decree, Applicants shall
assume that deliveries were the acre-foot amounts shown below.
Limit
Apr
38
May
922
Jun
1,574
Jul
2,362
Aug
1,494
Sep
581
Oct
149
Start
0.3
42.6
74.4
114.5
70.9
27.0
4.9
9.1.7. Twenty -Year Volumetric Limitation. Augmentation Deliveries of the 3.75 Shares
shall not exceed 7,120 acre-feet as a rolling 20 -year cumulative limit. In order to
maintain a proper accounting of this rolling volumetric limit and to determine the
currently allowed Augmentation Delivery, the following method shall be used: (1)
sum the previous nineteen years of measured deliveries of the 3.75 Shares; and (2)
subtract the sum from the respective rolling 20 -year cumulative volumetric limit.
For the purpose of starting the calculation for the 20 -year rolling cumulative
volumetric limitation, for the 19 years prior to the first year in which the 3.75
Shares are used pursuant to this Decree, Applicants shall assume that deliveries
were 345.8 acre-feet per year.
9.1.8. Applicants Obligation when Volume Limits are Reached. During any time in
which the Applicants are precluded from taking delivery of water attributable to
the 3.75 Shares under the terms of this Decree as a result of operation of the
monthly, annual, or long-term volumetric limits set forth in paragraphs 9.1.4 —
9.1.7 of this decree, the following amounts of the Rural Ditch Company's water
rights shall not be called for or diverted at the Rural Ditch headgate located on
Boulder Creek (at the location described in 5.1): 1.54 c.f.s. of the 1862 right and
4.07 c.f.s. of the 1863 Right. Diversions at the Rural Ditch headgate on Boulder
Creek during such times shall not exceed 21.21 cfs under the 1862 right and 56.18
cfs under the 1863 right. For purposes of administering this paragraph,
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Carly Kopp., Clerk and Raoordar, Wald County , CO
���� r.rIL'1 NAIN I�+k rs 1,44 PM RI:O41 4U II If
Case No. 17CW3202
Page 7 of 23
Applicant(s) shall promptly notify the Rural Ditch Company and the Water
Commissioner when it reaches any of the volumetric limits in this decree. Upon
notification, the Rural Ditch Company shall also promptly notify the Water
Commissioner that Applicant(s) has reached a volume limit described in
paragraphs 9.1.4-9.1.7 of this decree.
9.1.8.1. Applicants, the State Engineer and Division Engineer, Water Division No.
1 (Engineers), the Rural Ditch Company (Rural) and Varra Companies Inc.
(Varra) do not agree on whether the term and condition in 9.1.8 is necessary to
prevent injury to the owners of vested water rights or decreed conditional water
rights, and such issue was not litigated in this case. The term in 9.1.8 is included
in this decree as a compromise resulting from comprehensive settlement
negotiations between Applicants, Engineers and Rural. Applicants, Engineers,
Rural and Varra agree that including the term in 9.1.8 shall have no precedential
effect in other pending or future cases, and such parties agree that they each
reserve the right to challenge or support a term similar to 9.1.8 in other pending
or future cases.
9.1.9. Transit Loss. When Augmentation Deliveries are made to an augmentation
station, reasonable transit loss shall be assessed by the Division Engineer's Office
from the measurement point to the location where Augmentation Deliveries
discharge into Boulder Creek or St. Vrain Creek in calculating the augmentation
credit at Boulder Creek or St. Vrain Creek. If a lined ditch is used or if deliveries
are made through a pipe, no transit loss shall be assessed provided the structures
are properly maintained and in good repair, unless the Division Engineer or Water
Commissioner finds that transit loss actually occurs.
9.2. Return Flow Obligations. Diversions of the 3.75 Shares will incur return flow obligations
to St. Vrain Creek. The return flow obligations will be determined as follows:
9.2.1. Calculation of Daily Obligations. The timing and volume of return flow
obligations from the 3.75 Shares will be determined as follows:
Surface water return flow obligations for the months shown in the table below
shall be determined on a daily basis by multiplying the surface return flow factor
in the table below for the appropriate month by the daily Augmentation Deliveries
of the 3.75 Shares during that month.
Surface Return Flow Monthly Return Flow Factors:
April
0.066
May
0.073
June
0.073
July
0.062
Aug.
0.053
Sept.
0.056
Oct.
0.090
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Carly Kappes,s,Clerk and Recorder, Weld County , CO
II
Case No. 17CW3202
Page 8 of 23
Deep percolation return flow obligations for the months shown in the table below
shall be determined on a daily basis during each month by multiplying the return
flow factor in the table below for that month by the total Augmentation Deliveries
of the 3.75 Shares during the preceding April through October. Daily return flow
obligations shall be determined by dividing the monthly return flow obligation by
the number of days in that month.
Deep Percolation Monthly Return Flow Factors:
Jan.
0.038
Feb.
0.034
Mar.
0.036
April
0.034
May
0.035
June
0.034
July
0.038
Aug.
0.04
Sept.
0.04
Oct.
0.041
Nov.
0.039
Dec.
0.039
9.2.2. Replacement of Return Flows. Applicants shall deliver water to satisfy their return
flow obligations under this Decree on a daily basis at times when there is a valid
call for water from a location downstream of the point where such return flows
historically accrued to the St. Vrain Creek. Valid calls for water are limited to calls
from water rights, including decreed exchanges, adjudicated and operating under
Colorado law. For purposes of this matter only, and not to be construed as
precedent in subsequent matters, the term "call" as used in this Decree means a
demand, recorded or unrecorded, by a senior priority for the curtailment of
diversions by junior, upstream priorities in order that water be made available to
the calling senior to satisfy the need for water of its senior priorities. Applicants
shall replace the return flow obligations upstream of the calling water right. If
return flows are replaced upstream of the location of the historical returns, then
transit losses shall be assessed between the point of release and the location of
historic return flows as described in this paragraph. For purposes of this decree,
the point of historical return flow obligation for the 3.75 Shares shall be at the
outlet of the augmentation structure located in the SW 1/4 of the SE %4 of Section
35, Township 3 North, Range 68 West of the 6th P.M. as shown on Figure 2.
9.2.3. Sources of Return Flow Replacement. Return flow obligations shall be satisfied
by deliveries of water from the sources listed in Exhibit 1 or deliveries of water
from other available sources added to the decrees in Case Nos. 03CW99 or
02CW335 for augmentation or replacement purposes under the procedures of such
decrees, or any combination of these sources, as long as the sources can be
physically delivered upstream of the calling downstream water right consistent
with ¶9.2.2 of this Decree and are decreed for augmentation uses by the Water
Court, approved for replacement use by the State Engineer pursuant to sections
37-92-308 or 309, C.R.S., or successor statutes, or otherwise lawfully available for
use as a replacement source.
9.3. Dry Up. Portions of the historically irrigated parcels (as identified on Figure 1) which are
located in Section 2, Township 2 North, Range 68 West, and the S1/2 of Section 35,
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Carly Kopp., Clark and Recorder, Wald County , CO
1111WEI 10114%44Mk 11111
Case No. 17CW3202
Page 9 of 23
Township 3 North, Range 68 West, 6th P.M, Weld County, Colorado, have been
permanently removed from irrigation due to development and/or mining activities.
Portions of the historically irrigated parcels are also subject to recorded dry up covenants.
The Applicants claim the historical consumptive use credit associated with dry -up of the
116.6 acres identified on Figure 1 as "17CW3202 Dry Up" for the 3.75 Shares changed
in this case. Therefore, the 116.6 acres identified on Figure 1 as "17CW3202 Dry Up"
shall not be available as dry -up acreage to support the change of any other water rights in
the future. Applicant has submitted a dry up report to the Division Engineer which shows
the dry up lands. Applicant may continue to irrigate portions of the of Adler and Gould
farms with Consumptive Use Credits, consistent with their ownership of the Hokestra
Parcel. These are identified as "Future Irrigated Lands" in Figure 3. Applicant shall
submit a dry -up certification report attached hereto as Exhibit 1A if any portion of the
dry -up acreage changes from commercial, residential, or lined gravel pit to irrigated
agriculture or if the Future Irrigated Lands are irrigated by any source of water other than
Consumptive Use Credits, fully augmented water from structures described in the Decree
entered in Case No. 19CW3066, or the storage right decreed herein, and shall continue to
submit the dry -up certification report to the Division Engineer annually by June 1 each
year as long as any of the dry -up acreage remains in irrigated agriculture or the Future
Irrigated Lands are irrigated by any source of water other than those described herein. In
order to prevent injury to other water rights, the 116.6 acres identified on Figure 1 as
"17CW3202 Dry Up" shall not be irrigated by water from any source, except irrigation
water that is supplied from Consumptive Use Credits (as defined in ¶9.4) from the 3.75
Shares, releases from the Hokestra Pit, exempt wells permitted by the State Engineer,
water supplied by a municipality, a water district or other water supply agency, water from
non -tributary or transbasin sources, water supplied pursuant to a substitute water supply
plan approved by the State Engineer pursuant to sections 37-92-308 and 37-92-309,
C.R.S., or successor statutes, water supplied pursuant to a decreed plan for augmentation,
or water supplied pursuant to a decree entered in Case No. 19CW3066, Water Division
No. 1 or other subsequent decree approved by the Court. Section 37-92-305(4.5), C.R.S.
(2019) requires that dry -up of agricultural land be designed to accomplish the revegetation
and noxious weed management of the lands from which irrigation water is removed. The
land described in this paragraph is either developed or subject to a gravel mining permit,
and the reclamation work to be completed on this land shall satisfy the requirements of
Section 37-92-305(4.5), C.R.S. (2019). If any of the 17CW3202 Dry Up is irrigated or
discovered to be irrigated in violation of paragraph 9.3, the amount of Consumptive Use
Credits available to Applicants under this decree shall be reduced proportionally to the
number of acres so being irrigated out of the 116.6 17CW3202 Dry Up acres, and the
Division Engineer may order dry up reporting and the submittal of additional information
with the dry up reporting as the Division Engineer determines is reasonably necessary to
ensure compliance with the dry up requirements of this Decree.
9.4. Future Consumptive Use Credits. The quantity of the 3.75 Shares remaining after
Applicants have satisfied the return flow obligations as set forth in ¶9.2 above are the
Consumptive Use Credits attributable to the 3.75 Shares and may be totally consumed for
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Carly Koppel, Clerk and Recorder, Weld County , CO
VIII minamiCLIilvi tiA4rhLlrlit D itl ik 111111
Case No. 17CW3202
Page 10 of 23
the uses described in ¶7 without injury to other water users, subject to the terms and
conditions of this Decree. In the event the Consumptive Use Credits are delivered to
Boulder Creek, St. Vrain Creek, or the South Platte River at a time when they are not
needed by the Applicants, Applicants may, subject to the limitations contained in ¶¶9.4.1
through 9.4.6, re -divert, or otherwise capture, control or possess such Consumptive Use
Credits to extinction.
9.4.1. Re -diversion to Recharge. No recharge project is decreed herein. Applicants may
re -divert Consumptive Use Credits for delivery to any existing or future recharge
projects for which the 3.75 Shares are identified as a source of recharge water in
the Water Court decree for the recharge project and subject to the terms and
conditions of this Decree, or if the Consumptive Use Credits have been approved
for delivery to a specific recharge project or recharge facilities as part of a
substitute water supply plan approved pursuant to C.R.S. §37-92-308. The 3.75
Shares have been approved for rediversion and use in the recharge project decreed
in Case No. 16CW3202. Re -diversion for delivery to recharge projects decreed in
Case No. 05CW331 shall be allowed only after complying with ¶25 of the decree
in Case No. 05CW331. Additionally, until such time as Central applies for and
obtains an amendment to the 05CW331 decree that allows re -diversion into
05CW331 recharge projects by exchange, such re -diversion is limited to direct
delivery under the 05CW331 decree. Nothing in this decree precludes Applicants
from applying to the Water Court for new decreed exchanges to one or more of
the 05CW331 recharge projects that include the 3.75 Shares as a source of
replacement supply. Otherwise, Applicants may divert water into recharge by
exchange, subject to the terms and conditions in this paragraph 9.4.1 and in
paragraph 9.4.3 below.
9.4.2. Re -diversion by Well(s). Except to the extent that the 3.75 Shares are used in the
Orchard Recharge Project decreed in Case No. 05CW331 after complying with
¶25 of the decree in Case No. 05CW331, Consumptive Use Credits shall not be
diverted or re -diverted at a well(s) (including an infiltration gallery or other type
of groundwater diversion structure), including for delivery to storage, unless
Applicant(s) first obtain a subsequent decree authorizing diversion of such water
at such well(s).
9.4.3. Exchange. Although Applicants claim the right to use the Consumptive Use
Credits as a source of substitution and replacement in an exchange, no
appropriative right of exchange is decreed herein. Such water may be used as a
source of substitute supply in an exchange only if the exchange is operated for the
purposes described in ¶7 and either in accordance with the terms and conditions
of a decreed exchange that includes the Consumptive Use Credits as a source of
substitute supply or in accordance with administrative approval given in advance
by State water administration officials, pursuant to the then existing statutory
authority.
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NCR r I ftilIi4aS A 1111
Case No. 17CW3202
Page 11 of 23
9.4.4. Storage. Applicants may re -divert Consumptive Use Credits, by direct delivery or
exchange, to any storage facilities listed on the attached Exhibit 1, and any storage
facilities the Central Colorado Water Conservancy District, or any of its
subdistricts, acquires the right to use in the future, subject to the terms and
conditions in this Decree and in accordance with administrative approval given in
advance by State water administration officials.
9.4.5. Future Irrigation. Future irrigation use of the 3.75 Shares shall be limited to
deliveries of the Consumptive Use Credits attributable to the 3.75 Shares from
Hokestra Reservoir. The place of use shall be the Hokestra Parcel as shown on
Figure 3 and shall be limited to the irrigable ground on such parcel(s), which is
less than 110 acres. Such deliveries shall be measured using measurement devices
that are acceptable to the State water administration officials.
9.4.6. Successive Use. Although Applicants claims the right to successively use the
Consumptive Use Credits, no plan for successive use, with the exception of the
uses described in ¶7 following beneficial use by the storage of water in accordance
with C.R.S. §37-92-103(4)(a), or following the operation of an exchange, is
decreed herein. Any successive use following other uses described in ¶7 is allowed
in accordance with the terms and conditions of a subsequent decree that quantifies
the portion of the use that may be used successively.
9.5. Augmentation Use. GMS and WAS provide augmentation water to allow the continued
operation of alluvial wells during times of senior call, which wells are the subject of Class
B, C, and D contracts with GMS or WAS pursuant to section 37-45-101 et seq., C.R.S.
GMS and WAS include lands within Adams, Morgan and Weld Counties. The
Consumptive Use Credits associated with the 3.75 Shares shall be used by GMS or WAS
to replace out —of -priority depletions for the benefit of wells with Class B, C, or D contracts
with those entities. The Consumptive Use Credits associated with the 3.75 Shares may
also be used as a replacement source in other augmentation plans subject to the terms of
this Decree and the decrees for such other decreed plans, or a substitute water supply plan
approved by the State Engineer under section 37-92-308, C.R.S., or successor statutes, for
the administrative approval of an augmentation plan.
9.5.1. Use by WAS in Case No. 03CW99. In the event that the 3.75 Shares are used by
WAS, such use under the Augmentation Plan decreed in Case No. 03CW99
requires the use of the average of the 2002-2006 recorded deliveries in Year One
of the Projection decreed therein. Projected deliveries of the 3.75 Shares in Year
Two and after of the projection shall be based on the running average of deliveries
for the five years immediately preceding the projection or the previous year's
actual deliveries, whichever is less. When computing the average for Year Two
and after, the projected deliveries shall be based on the average of the deliveries
that occurred in that same month in the preceding five years. The Year One
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r:L imici Y h 11111
Case No. 17CW3202
Page 12 of 23
projection values for the 3.75 Shares are contained in the following table. The
values in the table represent the average of the 2002-2006 recorded deliveries, in
acre feet, reduced, where applicable, by the volumetric limits proposed in ¶9.1.
The augmentation credit will be projected by multiplying the monthly or annual
acre feet farm headgate deliveries in the table below times the appropriate monthly
return flow factors set out in paragraph 9.2.1. to arrive at the monthly return flow
obligation, which shall then be subtracted from the corresponding monthly farm
headgate delivery in the table below to arrive at the Projection augmentation credit
for the months for which deliveries are shown in the table.
Apr May Jun Jul Aug Sep Oct Annual
26 79 88 103 83 68 43 489
9.5.2. Use by GMS in Case No. 02CW335. Use of the 3.75 Shares by GMS under the
Augmentation Plan decreed in Case No. 02CW335 requires the use of a "dry -year
yield" in the six -year Projection decreed for such Plan. For the purpose of
establishing the dry year yield of the 3.75 Shares, the farm headgate deliveries in
1977 were used. The dry -year farm headgate yield of the 3.75 Shares, in acre feet,
that shall be used for the projection in Case No. 02CW335, is contained in the
following table. The dry year augmentation credit will be projected by multiplying
the monthly or annual acre feet farm headgate deliveries in the table below times
the appropriate monthly return flow factors set out in paragraph 9.2.1. to arrive at
the monthly return flow obligation, which shall then be subtracted from the
corresponding monthly farm headgate delivery in the table below to arrive at the
Projection augmentation credit for the months for which deliveries are shown in
the table.
April May Jun Jul Aug Sep Oct Annual
0 48 103 69 59 23 6 308
9.6. Accounting. Deliveries of water pursuant to the 3.75 Shares will be measured daily by
continuous recording devices and recorded on an accounting form acceptable to the Water
Commissioner and the Division Engineer. Any accounting form used by Applicants shall
include the following daily data: the river call by name, priority date, administration
number and location, the return flow obligations to St. Vrain Creek and the location,
amounts and sources of water used to meet the return flow obligations, the daily delivery
of the 3.75 Shares at each augmentation station or reservoir inlet and in total, the
Consumptive Use Credits, amount of Consumptive Use Credits leased to other entities, if
applicable, the running total of all volumetric limitations for the 3.75 Shares, and an
accounting of transit losses incurred pursuant to Paragraph 25. The initial accounting
forms are attached hereto as Exhibit 2. These accounting forms may be integrated with
Applicants' other accounting forms. Exhibit 2 is not decreed herein, and if otherwise
consistent with the provisions of this Decree, may be modified from time to time as
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Carly Koppel, Clerk and Recorder, Weld County , Co
VIII Iir1'PLNA:4141Gill,M haL!Li Egf411114III III
Case No. 17CW3202
Page 13 of 23
required by or with the approval of the Division Engineer and notice to all Objectors in
this case, provided that all information contained in Exhibit 2 and required by this Decree
is included. Applicants shall serve notice to Objectors when any changes to Exhibit 2 are
submitted to the Division Engineer. Objectors shall have 35 days from the date of service
of notice of changes to the accounting form to provide comments to the Division Engineer
regarding such proposed changes. Approval by the Division Engineer may be provided at
any time after modified accounting forms are submitted by Applicants and served on
Objectors if such modified accounting forms were requested by the Division Engineer.
STORAGE RIGHT-HOKESTRA RESERVOIR
10. Name of Reservoir. Hokestra Reservoir.
11. Legal description of location: In the N1/2 of Section 2, Township 2 North, Range 68 West,
and the S '/a of Section 35, Township 3 North, Range 68 West, 6th P.M., Weld County,
Colorado, as shown on Figure 3 attached.
12. Source: Water tributary to the South Platte River, from Boulder Creek, Idaho Creek and
St. Vrain Creek.
13. Diversion Points.
13.1. Last Chance Ditch river headgate located on St. Vrain Creek in the SE1 of the NW%/4
Section 3, Township 2 North, Range 68 West of the 6th P.M., Weld County, Colorado.
13.2. Rural Ditch river headgate located on Boulder Creek in the NEl Section 20,
Township 2 North, Range 68 West of the 6th P.M., Weld County, Colorado.
13.3. Rural Ditch headgate located on Idaho Creek in the SE% of Section 16, Township 2
North, Range 68 West, 6th P.M., Weld County, Colorado.
13.4. Idaho Creek Carrier diversion structure located on Boulder Creek in the SWl/a of
Section 29, Township 2 North, Range 68 West, 6th P.M., Weld County, Colorado.
13.5. St. Vrain Creek Inlet No.1 located on the south bank of St. Vrain Creek in the SWl
Section 35, Township 3 North, Range 68 West, 6th P.M., Weld County, Colorado.
13.6. St. Vrain Creek Inlet No. 2 located on the south bank of St. Vrain Creek in the SE1
Section 35, Township 3 North, Range 68 West, 6th P.M., Weld County, Colorado.
14. Date of Appropriation. September 21, 2006.
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KiA.Iii tKltlik "III
Case No. 17CW3202
Page 14 of 23
14.1. How appropriation was initiated. By formation of intent to appropriate water for
beneficial uses, acquisition and revision of Division of Reclamation and Mining Safety
permit, by the passing of resolutions by the Board of County Commissioners of Weld
County and the Board of Directors of GMS, by the construction of a clay liner and two
slurry walls to create storage space, by diversion and storage of water, and the filing of the
application in Case No. 17CW3202.
15. Amounts claimed.
15.1. 1250 acre-feet of initial fill (or the physical capacity of Hokestra Reservoir, if less), with
one annual refill of 1250 acre-feet (or the physical capacity of Hokestra Reservoir, if less).
Of these amounts, 423.4 acre-feet of the initial fill is claimed as absolute by storage from
June 2016 to March 2017, and the remaining amounts are claimed conditional.
15.2. Last Chance Ditch: 50 cfs, conditional.
15.3. Rural Ditch headgate on Boulder Creek: 30 cfs, of which 12.73 cfs is claimed as absolute,
which flow rate was recorded on December 14, 2016, and the remaining amount is claimed
as conditional.
15.4. Rural Ditch headgate on Idaho Creek: 30 cfs, conditional.
15.5. Idaho Creek Carrier: 30 cfs, conditional.
15.6. St. Vrain Creek Inlet No. 1:25 cfs, of which 7.32 cfs is claimed as absolute, which flow
rate was recorded on May 24, 2017, and the remaining amount is claimed as conditional.
15.7. St. Vrain Creek Inlet No. 2: 25 cfs, conditional.
16. Uses. Recreational and piscatorial uses within the storage cells, augmentation, recharge,
replacement, irrigation, industrial, fire suppression and emergency response, including but
not limited to fire and rescue training exercises and chemical or petroleum spill clean up
and mitigation and as a source of substitute supply for exchange. Applicants claim the
right to totally consume the water stored, either by first use, successive use, or disposition.
The water right may be used as a source of augmentation and replacement supply in the
plans for augmentation in Case No. 02CW335, Case No. 03CW99, Case No. 16CW3202,
Case No. 06CW274 consistent with the terms of those decrees and such other decreed
augmentation plans or substitute water supply plans as Applicants, Central, or WAS may
obtain in the future, for replacing ground water depletions and return flows. The water
right may be leased to others for use within the Co -Applicants' boundaries and the
boundaries of Central and WAS (in accordance with C.R.S. 37-45-118(1)(j)), or outside
such boundaries if in accordance with C.R.S. §37-83-106. Leases of the Hokestra
Reservoir Storage Right shall be limited to the uses described in this paragraph and subject
to the terms and conditions of this decree.
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���� Nrrit« lirUlAflihilirtl ihA t f+JtrVa iiii 1I II
Case No. 17CW3202
Page 15 of 23
16.1. Place of Irrigation Use. The Hokestra Parcel depicted on Figure 3, which includes less
than 110 acres of irrigable ground.
16.2. Future Consumptive Uses. Releases of the Hokestra Reservoir Storage Right may be re -
diverted, or otherwise captured, controlled or possessed, to extinction, subject to the
same limitations contained in ¶¶9.4.1 through 9.4.6 for Consumptive Use Credits.
17. Terms and Conditions for Hokestra Reservoir.
17.1. Operations. Water will be diverted from Boulder Creek, Idaho Creek, and St. Vrain
Creek at the points of diversion described in ¶12 and at the flow rates described in
¶14. Releases may be made from the reservoir by any lawful means, including but
not limited to pumping from the reservoir to St. Vrain Creek, or by pumping to the
Rural Ditch for subsequent delivery to the St. Vrain Creek. Water will be delivered
through the Rural Ditch pursuant to agreements between Central, GMS, and/or WAS
and the Rural Ditch Company.
17.2. Measurement. GMS shall measure all measurable diversions, deliveries to, and
releases of water from the Hokestra Reservoir on a daily basis. The existing
measurement devices used to measure inflows and outflows from the reservoir have
been approved by the Water Commissioner. In the event any measurement devices
are relocated, the relocated device will be inspected and approved by the Water
Commissioner prior to use. All flow measurement devices shall be equipped with a
continuous recording device that has been approved for use by the Division 1 Water
Commissioner before use.
17.3. Reservoir Accounting. Applicants have demonstrated an appropriate method for
accounting for diversions and releases of water under this Decree. The initial
accounting forms are attached hereto as Exhibit 2. These accounting forms may be
integrated with Applicant's other accounting forms. Exhibit 2 is not decreed herein,
and if otherwise consistent with the provisions of this Decree, may be modified from
time to time as required by or with the approval of the Division Engineer and notice
to all Objectors in this case, provided that all information contained in Exhibit 2 and
required by this Decree is included. Applicants shall serve notice to Objectors when
any changes to Exhibit 2 are submitted to the Division Engineer. Objectors shall
have 35 days from the date of service of notice of changes to the accounting form to
provide comments to the Division Engineer regarding such proposed changes.
Approval by the Division Engineer may be provided at any time after modified
accounting forms are submitted by Applicants and served on Objectors if such
modified accounting forms were requested by the Division Engineer. Any accounting
form used by Applicants shall separately track inflows, outflows, and balances for
each cell of the Hokestra Reservoir shown on Figure 3, and shall include the
following data: river call in effect each day by date, name, priority date; and
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Carly Koppel, Clerk and Recorder, Weld County , CO
VIDA NU II II
Case No. 17CW3202
Page 16 of 23
administration number; daily diversions of the Hokestra Reservoir Storage Right
measured at the respective diversion points; daily Reservoir deliveries measured at
the inlet of the reservoir; calculated daily amounts of unmeasured inflows; daily
Reservoir surface area and evaporation as determined by the reservoir stage and
described herein; daily releases of out -of -priority unmeasured inflows; daily amounts
of water released from the Reservoir; daily amounts of storage in the Reservoir by
source; the amount of unmeasured inflow retained at the end of the day; running totals
of the fill and refill; any bookover to the Hokestra Reservoir Storage Right or paper -
fill of the Hokestra Reservoir Storage Right pursuant to ¶¶ 17.4 and/or 17.5 below;
and any other information contained on the accounting form attached hereto as
Exhibit 2. Accounting will be completed for each source of water stored, if multiple
sources are stored in the reservoir. All accounting shall be performed daily and
submitted monthly, unless required more often at the reasonable request of the
Division Engineer or Water Commissioner. The Accounting shall be made available
to any Objector in this case upon reasonable request. If one or more of the cells shown
in Figure 3 are later hydraulically connected, the cells may be aggregated for
purposes of measuring inflows, outflows and total balance of water stored in the
connected cells and may be accounted for as a single cell. The stage -area -capacity
curves for each cell of the Hokestra Reservoir shall continue to be incorporated into
the accounting.
17.4. Water Year and Carryover. For purposes of accounting for the Hokestra Reservoir
Storage Right and water stored in the Hokestra Reservoir, the water year shall be
April 1 through March 31. The total volume of water that may be diverted to the
Hokestra Reservoir Storage Right initial fill during a water year shall be the lesser of
the physical capacity of the Hokestra Reservoir or 1,250 acre-feet, less any carryover
water. The total volume of water that may be diverted to the Hokestra Reservoir
Storage Right refill during a water year shall be the lesser of the physical capacity of
the Hokestra Reservoir or 1,250 acre-feet. The Hokestra Reservoir Storage Right
refill shall be allowed only after the first annual fill has been completed. Water stored
under the Hokestra Reservoir Storage Right in the previous water year including the
refill which remains in storage in any storage facility at the beginning of the new
water year shall be considered carryover storage against the Hokestra Reservoir
Storage Right's initial fill in the new water year. The amount of carryover water shall
be the volume of water attributed to the Hokestra Reservoir Storage Right initial fill
and refill which is in storage (at Hokestra Reservoir or elsewhere) and carried over
from March 31 to April 1. If any water attributable to the Hokestra Reservoir Storage
Right initial fill or refill is stored in Hokestra Reservoir during a water year and
subsequently relocated to another storage facility during the same water year pursuant
to ¶9.4.4, the amount of water that was relocated shall continue to be counted against
the Hokestra Reservoir Storage Right initial fill or refill during that water year and,
for so long as the water stored under the Hokestra Reservoir Storage Right is in
storage, that quantity of water shall not be available to be diverted into Hokestra
Reservoir under the Hokestra Reservoir Storage Right refill during that same water
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1111 FAR LiViriDI C SI hC PilMAC II II
Case No. 17CW3252
Page 17 of 23
year. Water attributed to other water rights (including water diverted during free river
conditions) that are stored in Hokestra Reservoir at the end of any water year ("Other
Stored Water") shall not automatically be deemed carryover against the Hokestra
Reservoir Storage Right initial fill. Instead, to the extent the Hokestra Reservoir
Storage Right is in priority during the new water year and there is insufficient capacity
in Hokestra Reservoir to continue the initial fill, Applicants shall have the option of:
(1) booking over a portion of the Other Stored Water to the Hokestra Reservoir
Storage Right initial fill; or (2) paper filing a portion of the initial fill of the Hokestra
Reservoir Storage Right to the extent of the foregone bookover and at the rate the
Hokestra Reservoir Storage Right could have otherwise been filled. If Applicants
elect not to divert the Hokestra Reservoir Storage Right when sufficient capacity
exists in Hokestra Reservoir and the Hokestra Reservoir Storage Right is in priority
and available for diversion, a portion of the Hokestra Reservoir Storage Right initial
fill shall be paper filled. Any water that is booked over shall be accounted for as the
Hokestra Reservoir Storage Right. Any bookover or paper fill shall be to the extent
of the foregone diversion, at rates and times when water is legally and physically
available for diversion under the Hokestra Reservoir Storage Right. Bookover or
paper fill shall not be required if the Division Engineer or Water Commissioner
determines that water available in priority to the Hokestra Reservoir Storage Right
should not be counted as storable inflow for reasons such as, but not limited to: (1)
maintenance is needed on either the Hokestra Reservoir (including storage cells and
any associated facilities such as inlets or outlets) or one of the methods of conveyance
from streams; or (2) icing would prevent impounding and controlling the inflow; or
(3) the water available for diversion and storage is of poor quality for the intended
decreed beneficial use; or (4) the reservoir is under an order from the State Engineer
due to a storage restriction; or (5) to accommodate other necessary activities at the
discretion of the Division Engineer, with consideration of the severity of the need.
17.5. Bookover. A bookover is an accounting mechanism that replicates the simultaneous
release and re -diversion of water without physically operating the inlet and outlet
works of the reservoir. A bookover can only occur when the reservoir is not operating
its inlet and outlet works, or when the storage structure is physically full and all inflow
is passing through the outlet in an uncontrolled manner (e.g., surcharge conditions,
or flow -through; i.e., when the change in storage is zero). Because a bookover
replicates the physical operation of the reservoir, water must be bookedover in -
priority at a rate that is the lesser of the available inflow, inlet capacity, or outlet
capacity. Water cannot be bookedover from a senior water right to a junior water right
when the senior water right placed a call for water. Any bookover will be at rates and
times when water is legally and physically available for diversion under the Hokestra
Reservoir Storage Right. Any Other Stored Water stored in Hokestra Reservoir that
is bookedover shall be considered to be and accounted against the first fill, or the
refill if appropriate, of Hokestra Reservoir Storage Right in Applicants' accounting.
No priority is awarded for and no new right is otherwise created by operating a
bookover procedure.
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1111 MANN DC%011 NO1CAMI IUIlk 11101
Case No. 17CW3202
Page 18 of 23
17.6. Unmeasured Inflows. Unmeasured inflows into the Hokestra Reservoir (including
precipitation, local runoff, and groundwater seepage) shall be calculated daily using
the following equation: Unmeasured Reservoir Inflow = Change in Reservoir Storage
+ Estimated Gross Reservoir Evaporation + Measured Reservoir Releases —
Measured Reservoir Inflows. Applicants shall account for all unmeasured inflows
and outflows to and from the Hokestra Reservoir and return to the St. Vrain Creek all
out -of -priority inflows to the Hokestra Reservoir within 72 hours, unless a lesser
timeframe is required by the Water Commissioner or Division Engineer. No
appropriation of groundwater is made herein.
17.7. Evaporation Losses. Evaporation from the Hokestra Reservoir shall be calculated
individually for each cell by multiplying the total water surface area in acres by gross
reservoir evaporation in feet. No evaporation loss shall be calculated on days in which
full ice cover of the reservoir is observed by Applicants and documented by
Applicants in its accounting. Evaporation losses may be subtracted from any tracked
account in the reservoir at the discretion of the Applicants. Real time gross reservoir
evaporation in feet shall be determined on a daily basis by multiplying 0.7 by the
daily standard grass reference crop evapotranspiration (ETo) in feet published by the
Northern Colorado Water Conservancy District (NCWCD) for the NCWCD
Longmont South weather station and dividing by the daily Class A pan Coefficient
published by NCWCD for the Longmont South weather station. If data is not
available from the NCWCD Longmont South weather station the data from the
NCWCD Longmont West weather station shall be used for the calculation.
At times when grass reference ETo and/or pan coefficient data are unavailable, the
Applicants shall use the following monthly gross evaporation rates, which are in
inches per day divided by 12 to obtain gross evaporation in feet:
Gross Reservoir Evaporation (inches per day)
Jan
Feb
Mar
Apr
0.12
May
0.155
Jun
Jul
Aug
0.174
Sep
0.133
Oct
Nov
Dec
0.039
0.05
0.071
0.193
0.194
0.09
0.053
0.039
17.8. Design Performance. The clay liners and slurry walls for each of the cells comprising the
Hokestra Reservoir have been approved as of the date of this decree. If a liner fails as
defined in paragraph 5.0 of the August 1999 State Engineer Guidelines for Lining Criteria
for Gravel Pits ("1999 SEO Guidelines"), Applicants shall be required to repair the lining
in accordance with the requirements of that paragraph as the same may be amended or
modified. If the Reservoir's liner fails, then any out -of -priority depletions of groundwater
evaporation from the affected cells must be replaced in accordance with a plan of
augmentation approved by the Court or substitute water supply plan approved by the
Division Engineer.
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11111 IUPJR'RP IIAVINalL 1WIM II
Case No. 17CW3202
Page 19 of 23
CONCLUSIONS OF LAW
18. The Findings of Fact set forth above are incorporated herein.
19. Notice and Jurisdiction. The Water Court for Water Division No. 1 has jurisdiction over
the subject matter of these proceedings and over all persons, owners of property and water
rights that may be affected hereby, pursuant to §37-92-203(1), §37-92-302 and §37-92-
304, C.R.S., whether or not they have chosen to appear. The application in this matter and
the resume publication placed such persons on notice of the relief requested by the
application and granted by this decree.
20. Statements of Opposition. Statements of opposition were filed by the parties named in
¶3. No other statements of opposition have been filed and the time for filing statements
of opposition has expired.
21. Burden of Proof. Applicants have met their burden of proof and are therefore entitled to
a decree approving the change of water rights and appropriation of the storage water right
described herein.
22. Change of Water Rights Contemplated by Law. The change of water rights described in
¶¶4-9 of this Decree is contemplated by law and satisfies the requirements of §§37-92-
101 et seq., C.R.S., including but not limited to §§37-92-103, 37-92-302, 37-92-304(6),
and 37-92-305(3), C.R.S.
23. No Injury. The Court determines that the change of water rights herein is authorized by
law, and if operated and administered in accordance with the terms and conditions of this
Decree, will not result in injury to vested water rights and decreed conditional water rights
of others. Therefore, Applicants are entitled to a Decree approving the change of water
rights herein. §37-92-305(3), C.R.S.
24. Appropriation of Water Storage Rights Contemplated by Law. The appropriation of the
Hokestra Reservoir Storage Right described in ¶¶l0-16 of this Decree is contemplated
by law and satisfies the requirements of §§37-92-101 et seq., C.R.S., including but not
limited to §§37-92-103, 37-92-301, 37-92-302, and 37-92-304, C.R.S.
DECREE OF THE WATER COURT
25. The Findings of Fact and Conclusions of Law set forth above are incorporated herein.
26. Transit Losses. Applicants shall be responsible for reasonable stream transit losses that
are assessed by the Division Engineer or Water Commissioner, if any, for all
circumstances where Applicants are using the natural stream channel to transport water to
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Carly Koppel, Clerk and Reoorder, Weld County , CO
VIII I���l1�11�'�'4I��CMA���Ml u��kP�rWh�rYl �I II
Case No. 17CW3202
Page 20 of 23
the point of replacement of depletions or return flows or to the point of re -diversion to
storage or recharge. When water is used in the GMS Plan or WAS Plan, then assessed
transit losses will be in accordance with ¶40 and ¶23.3 of such plans, respectively. When
water is not used in the GMS Plan or WAS Plan, transit losses shall be assessed in the
same manner and at the same rate as for other water users on Boulder Creek, St. Vrain
Creek, and the South Platte River as determined by the Division Engineer or Water
Commissioner.
27. Stipulations and Settlements. The Stipulations entered into between Applicants and
Objectors are approved by the Court and Applicants shall be bound by the terms of such
Stipulations, including the terms of that Stipulation between Applicants and the City of
Longmont dated September 18, 2020.
28. Exchange, Recharge and Augmentation Uses. Although this Decree adjudicates recharge,
augmentation and a source of substitute supply for exchange as uses of the 3.75 Shares as
changed herein as well as recharge, augmentation and a source of substitute supply for
exchange as uses for the Hokestra Reservoir Storage Right, no specific exchange, recharge
project or augmentation plan is approved herein. The operation of any exchange, recharge
or augmentation plan involving the 3.75 Shares as changed herein must be in compliance
with Colorado law, and in compliance with the terms and conditions of any applicable
decree.
29. No Ditchwide Applicability. This Decree does not quantify historical consumptive use
by the "ditch -wide method," see Williams v. Midway Ranches Property Owners' Assoc.,
938 P.2d 515, 521, 526 (Colo. 1997), and thus does not set any precedent for future
changes of water rights associated with other shares of capital stock in the Rural Ditch
Company.
30. Integrated Supply. The Water Rights described herein are part of each Applicants'
integrated water supply for augmentation and other purposes. Applicants continues to
purchase and change water rights and construct and adjudicate recharge and storage
projects to integrate additional sources of water into its water supply plan. The integrated
water supply plan includes, but is not limited to, those rights listed on Exhibit 1, attached
hereto.
31. No Material Injury. The terms and conditions provided for in this decree are adequate to
assure that no material injury to any water users will result from operation of the change
of water rights.
32. Administration. The State Engineer and Division Engineer shall administer this Decree
in accordance with the terms and conditions set forth herein. The Division Engineer, or
his designated representative, will administer all such water transported in the South Platte
River or its tributaries under this Decree, including water for replacement of depletions or
return flows, past intervening headgates to ensure that such water is not intercepted or
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Carly Kopp., Clerk and Recorder, Weld County , CO
lIII FAIN' IJ'fW8 111111
Case No. 17CW3202
Page 21 of 23
otherwise diminished in quantity by diversion, use or other interference by intervening
water rights and to assure that such water remains available for Applicants' uses under
this Decree. In the event that administration of a delivery past an intervening headgate
requires the installation of a bypass structure or the use of an existing bypass structure by
agreement with a third -party, Applicants are responsible for either installing a new bypass
structure with a continuous recording measuring device(s) as approved by the Water
Commissioner or securing an agreement with a third -party to use an existing structure or
install a new structure and providing such information and agreement to the Division
Engineer.
33. Use of Structures. Nothing in this Decree creates or enlarges any right of Applicants to
utilize land or structures owned by parties other than Applicants for the diversion,
carriage, or recharge of water, and nothing in this Decree enlarges any right currently
possessed by Applicants for use of lands, structures, or facilities. Applicants may utilize
existing water diversion, carriage, and recharge structures only to the extent that each has
acquired the right to use such structures from the appropriate entities or by other lawful
means. Similarly, Applicants may utilize land for the construction and operation of such
structures only to the extent each has acquired the right to use such land.
34. Measuring Devices. In addition to the measuring and recording devices expressly required
herein, Applicants shall install and maintain, at Applicants' expense, such additional
meters, gauges, or other measuring and recording devices required by the Water
Commissioner or Division Engineer, and in addition to the accounting and reporting
expressly required herein, shall report at such additional reasonable times to the Water
Commissioner and/or Division Engineer the readings of such meters, gauges, or other
measuring devices pursuant to CRS § 37-92-502(5)(a).
35. Accounting. The accounting required as a term and condition under this Decree is an
administrative tool to confirm that diversion, storage, and replacements are made in
correct time, location, and amounts in accordance with the terms and conditions of this
Decree. All accounting must be acceptable to the Division Engineer or his or her
designated representative.
36. Retained Jurisdiction. Pursuant to C.R.S. 37-92-304(6), the Court shall retain jurisdiction
over the change of water rights for the 3.75 Shares approved herein on the question of
injury to the vested rights of others for a period of five (5) years from the date of entry of
this Decree. The Court's retained jurisdiction may be invoked by any party to this case
by petition, with notice to all other parties. The petition shall set forth with particularity
the factual basis for the specific injury alleged, together with proposed decretal language
that the petitioner contends would remedy or prevent the alleged injury that is the basis
for the petition. The party lodging the petition shall have the burden of going forward to
establish the prima facie facts supporting the claimed injury alleged in the petition. If the
Court finds those facts to be established, Applicants shall bear the burden of proving (a)
that any modifications sought by Applicants will avoid injury to other appropriators, or
4830414 Pages: 21 of 29
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Carly Koppel, Clark and Recorder, Weld County , CO
Ell
Case No. 17CW3202
Page 22 of 23
(b) that any modification sought by an Objector is not required to avoid injury to other
appropriators, or (c) that any term or condition proposed by Applicants in response to
Objector's petition does avoid injury to other appropriators. Any such petitions shall be
filed with the Court under the above -styled caption and case number and shall be served
on counsel of record for all parties who have appeared herein. Objections to any such
petition shall be filed no later than 63 days after service of the petition on the parties
hereto. If no such petitions are lodged within the five-year retained jurisdiction period,
and if the retained jurisdiction period is not extended by the Court in accordance with the
provisions of statute, this Decree shall become final under its own terms.
37. Approval of Change of Water Rights. The change of 3.75 Shares set out in ¶¶4-9 is hereby
confirmed, approved, adjudicated and decreed subject to the terms and conditions
contained in this Decree.
38. Storage Water Right Decreed. The Hokestra Reservoir Storage Right is hereby decreed
in the volumes and flow rates described in ¶14 and for the uses described in ¶15.
39. Priority. The application for the Hokestra Reservoir Storage Right was filed in the water
court in the year 2017 and this water right shall be administered as having been filed in
that year, and shall be junior to all water rights for which applications were filed in
previous years. As between the Hokestra Reservoir Storage Right confirmed herein and
other rights for which applications were filed in 2017, priority shall be determined by the
decreed dates of appropriation and shall not be affected by the date of entry of decrees.
40. Diligence. The conditional water rights decreed herein are continued in full force and
effect until March 31, 2028 . If Applicants desire to maintain such conditional
rights, an application for finding of reasonable diligence shall be filed on or before
March 31, 2028 , or a showing made on or before such date that the conditional
water rights have become absolute water rights by reason of the completion of the
appropriation.
41. No Precedent. The findings of fact, conclusions of law, judgment and decree are the result
of substantial negotiations and settlement discussions between the parties. Its terms and
conditions are based on compromises between the parties based on the specific facts and
circumstances surrounding the water rights which were the subject of this case. It is agreed
to among the parties and found by the Court that by stipulating to entry of this Decree, no
party in this case intends that the terms of this Decree become a precedent to resolve issues
in any other case. All parties reserve their right to challenge all aspects of any other
application for water rights or change of water rights and shall not be limited or bound by
these findings, conclusions, judgment and decree.
42. Pursuant to Rule 9 of the Uniform Local Rules for All State Water Court Divisions, upon
the sale or other transfer of the conditional water rights decreed herein, the transferee shall
file with the Division 1 Water Court a notice of transfer which shall state:
4830414 Pages: 22 of 29
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Kopp., Kopp, Clark and Reoords', Weld County CO
IIIII Kali! l6geQfrIC Aill t II II
Case No. 17CW3202
Page 23 of 23
(A) The title and case number;
(B) The description of the conditional water right transferred;
(C) The name of the transferor;
(D) The name and mailing address of the transferee; and
(E) A copy of the recorded deed.
The owner of said conditional water rights shall also notify the Clerk of the Division 1
Water Court of any change in mailing address. The Clerk shall place any notice of transfer
or change of address in the case file of this Case No. 17CW3202.
DATED April 13, 2022 nunc pro tuns. March 14, 2022
Z
Tod L. Taylor
Water Judge
Water Division 1
4830414 Pages: 23 of 29
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Carly Koppel, Clerk and Recorder, Weld County , CO
«+►IPIVOlletaY 1I 0 1
LARIMER
BOULDER
Longmont
stsi
i
The mapping contained within this document is
intended to be used for reference purposes only
and is not suitable for construction, navigation,
and/or surveying purposes.
17CW3202 Dry Up
Dry Up Covenant
Gravel Pit
Slurry Walls/Liner
Hokestra Parcel
Owned by GMS
Owned by Weld
County
Farms
1/1
II
Adler Farm
Gould Farm
Slovek Farm
Villa Farm
FIGURE 1
CASE NO. 17(W3202
FARM DRY -UP
4830414 Pages : 24 of 29
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Carly Koppes, Clerk and Recorder, Weld County , CO
rirTI'i:i'I'Mr'a I III
68W
z
N
32
mss•
'005.t.? • County Road 24
c5
County Road 20117
[) 3114
RD -BC
ICC
0
0.5
29
Miles 32
Cik
(Lk
33
</tin Ur
4
9
16
t
34
Saint Vrain Creek
LCD
SVCI-1
Hokestra Inlet
It
Rinn Valley'Water and Storage Reservoir
A Rinn Valley Water Storage,, Reservoir
Rural Ditch Headgate®
2r
Cin(tA"
oge
SVCI-2
35
Last Chance
Ditch
South ro<eeiw`'
�� O Shores C Inlet
al a Shores Pond
Hokestra Inlet and Aug Station.
67W
36 J 31
Tri Town Stormwater
Rural Ditch Tail
40
bob'
2
15
/
RD -IC
28 t..ower t3autdeT Ditcc7
33
68W
I
t
hboi
>t Pat
emPtP
1
112
•
I,
I,
County Road 22 -
VA) Me LlisP,
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"nng to n Ave
W Wettani
set,t;tt st
34
3
Pt
R
.� Codd rng
+C
1
25
Q
2
E
36
Harleq un
Cauc* kcpta t
•
20
22
24 •.
%mks 6
Palk
Jr —
Ditch
?Golding
Lt. Path.
g `F Jna •rt
F.;41v910 El
Pas k
Booth
1
1
Rocs t)or5 Ai. a
7
18
Firestone
Berwick A'. t•
t30
w
Frederick S 31
5th St
67W
2
LARIMER
Li .t t lrt
BOULDER
F r,
Project
Location
n
WE
Platterdte
I te
The mapping contained within this document is intended
to be used for reference purposes only and is not suitable
for construction, navigation, and/or surveying purposes.
•
•
C
Diversion Points
Pump Station
Measurement
Flume
Augmentation
Station/Point of
Delivery (Existing)
Augmentation
Station/Point of
A Delivery
(Proposed)
V )
Point of Historical
Return Flow
Obligation
Concrete Lined
Hokestra
Reservoir Cells
As of Date of
Decree
Lands Historically
Irrigated by
Stihiert Sharnc
FIGURE 2
CASE NO. 17CW3202
GENERAL LOCATION
white sands water engineers, inc
4830414 Pages: 25 of 29
05/26/2022 10:19 AM R Fee:$0.00
Carly Koppes, Clerk and Recorder, Weld County , Co
III MIFINRIIfill Ott GY4,I1X Nia III III
68W
6
r ,
Future Irrigated Lands
Hokestra Reservoir Cells
As of Date of Decree
FIGURE 3
CASE NO. 17GA/3202
HOKESTRA RESERVOIR AND PIT
Pal!
4830414 Pages: 26 of 29
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Carly Koppes, Clerk and Recorder, Weld County , CO
I Ktillimillititilititii,AYA4:1111iihilhi 11111
nds water engineers, inc
December 2021
The mapping contained within this document is nt
to be used for reference purposes only and is not
for construction, navigation. and/or surveying purr
EXHIBIT 1
CASE NO 17CW3202
CENTRAL COLORADO WATER CONSERVANCY DISTRICT
GROUND WATER MANAGEMENT SUBDISTRICT AND WELL AUGMENTATION SUBDISTRICT
CASE NO
NAME
SOURCE
AEU DATE
2/25/1985
4/29/1987
10/6/1993
03/29/1989
3/29/1989
5/10/2000,,
6/21/1991
5/25/1990 &e,
2/3/2000 ,
COMMENT
W7905/84CW0405
Brighton and Fort Lupton Augmentation Well Fields
Mill,ron & Kiowa Recharge & Storage Project
Box Elder Recharge and Storage Project
Chatfield Reservoir
Farmers Independent Recharge Project
McDowell Ranch
Western Mutual Ditch Recharge Project
Siebnng Reservoir and W R Jones Ditch (62 shares)
Koenig Reservoir
Jo Dee Reservoir Jacoby/Schmidt Ditch Box Elder Ditch (1 share)
Lupton Bottoms Ditch (5 shares)
83rd Avenue Reservoir
La Poudre Reservoirs 3 & 4
Lupton Bottoms Recharge & Storage Project
Greeley Loveland (26+ shares) Seven Lakes Lake Loveland
Greeley Irrigation Co (20 shares)
W R Jones Ditch (15 shares)
Shores Lake
B H Eaton (9 shares) & Boxelder(1 5 shares)
Platteville Recharge & Storage Project
Rural and Godding Ditch Shares, Boulder and Weld Reservoir
Weldon Valley Ditch (4 shares)
Fulton Irrigating Ditch Company (150 shares)
Union Reservoir (20 5 shares)
W R Jones Ditch (62 shares)
Lupton Meadows Ditch (60 shares)
Bernhardt Reservoir
Nissen Reservoir
Weldon Valley Recharge (pro -rata) P
Augmentation Wells
Greeley Irrigation Company (65 3/4 shares)
Fanners Independent Ditch Co (27 75 shares and 10 0 shares)
Big Thompson& Platte River Ditch Co (7 shares)(
Greeley Irrigation Co (12 shares)
Platteville Milling Si Irrigation Co (13/24sh3`res)
Brighton Ditch Co (1/10 Share) if
Godfrey Ditch Co (5 shares)
Central Recharge and Exchange Planv ,„/
Plumb Ditch (47 shares)
Platte Valley Irrigation Co (7 0 shares)
Alternate Points and Dderslon and Storage
Greeley Irrigation Co (2 Osahares)
Greeley Irngatidr(Co (10 B shares)
Greeley Irrigation Co s2 9 shares)
Geisert ReS4rvol`A,
Rural Ditch (2'5 shares), Goddmg Ditch (20 shares)
Fulton Ditch,. (17 85 shares)
Fulton Ditch Co (30 shares)
South Platte River
South Platte River
South Platte River
South Platte River
South Platte River
South Platte River
South Platte River
Cache La Poudre
South Platte River
Cache La Poudre
South Platte River
Cache La Poudre ,
Cache La Poudre.
South Platte Riyer,
Big Thompson River,
81CW0382
82CW0413
83CW0184
85CW0370
86CW0397
87CW0304
88CW0127
92CW0021
92CW0165
93CW0085
94CW0096
94CW0097
94CW0199
97CW0077
97CW0078
00CW0072
00CW0083
00CW0166
01CW048
01CW0255
01CW0263
01CW0264
02CW0172
02CW0200
02CW0265
02CW0269
02CW0270
02CW0377
02CW0335
03CW0348
04CW0276
05CW0053
05CW0054
05CW0069
05CW0079
05CW0223
05CW0331
07CW0006
08CW0071
10CW0139
10CW0173
11CW0020
12CW0163
12CW0304
13CW0029
13CW3025
14CW3006
14CW3007
14CW3123 AC„ Fulton Ditch Co (50 shares) Recharge and Exchange
15CW3148
16CW3008 ,oss
d
rd
d
' 8/9/1995
2/27/1995
4/I2/1996
12/16/1996
7/1/2003
Cache fa Poudre
Cache Ca Poudre)
12/11/2001
3/14/2005
7/22/2009
11/21/2006
11/19/2008
,48oiildeRCreek,
Cache'La Poudre
�., South Platte River
\\St Vram Creek
5/6/2010
3/17/2007
6/23/2008
9/20/2007
3/14/2005
2/8/2008
10/20/2005
10/20/2005
11/5/2009
6/3/2005
c, d
s �
So -0th Platte River
V'\ South Platte River
„ J St Vram Creek
Cache La Poudre
South Platte River
Big Thompson River
South Platte River
South Platte River
South Platte River
Cache La Poudre
South Platte River
Big Thompson River
Cache La Poudre
South Platte River
South Platte River
South Platte River
South Platte River
South Platte River
South Platte River
Cache la Poudre
Cache La Poudre
Cache La Poudre
Cache La Poudre
Cache La Poudre
6/26/2009
11/20/2009
6/22/2009
5/13/2009
7/10/2009
9/23/2009
1/24/2011
10/7/2011
7/26/2010
5/27/2014
10/4/2013
5/22/2012
10/18/2013
4/14/2014
2/1/2016
9/22/2015
11/10/2016
6/10/2015
11/27/2015
3/22/2018
4/5/2019
ie
Boulder Creek
c
South Platte River
South Platte River
South Platte River
South Platte River
South Platte River
Cache La Poudre
,Lupton,Bottom Ditch Co (15 shares) Lupton Meadows Ditch Co (90 shares)
`,Chatfield Reservoir Refill Storage Right
Greeley Irrigation Co (8 shares)
Rural Ditch Co (7 04 shares) and Rinn Valley Water Storage Reservoir
Walker Recharge Project
Rural Ditch Co (3 75 shares) and Hokestra Reservoir
Greeley Irrigation Co (6 5 shares)
Pioneer Reservoir
Fulton Ditch Co (28 shares) Recharge and Exchange
Lupton Bottoms Ditch (2 shares)
Greeley Irrigation Co (6 5 shares)
Western Mutual Ditch Company (94 shares)
Farmers Independent Ditch Company (28 shares)
10/12/2018
1/25/2019
7/29/2019
16CW3119/05CW315
16CW3202,, „A
17CW3202 ,(,
18CW3106
19CW3088`9, )
Boulder Creek
South Platte River
Boulder Creek
Cache La Poudre
South Platte River
South Platte River
South Platte River
Cache La Poudre
South Platte River
South Platte River
Pending
Pending
Pending
Pending
Pending
Pending
Pending
Pending
c
cd
w,20CW3125_J
D0L1Nn
22CW Y"
22CW
LESSOR
NAME
LOCATION
LEASE DATE
COMMENT
City of Aurora
City of Longmont
City of Longmont
City of Thornton
WSSC LPAC
Platte Valley Irrigation Company
City of Brighton
City of Greeley
Farmers Reservoir and Irrigation Company
Fully Consumable Effluent
Fully Consumable Effluent
Windy Gap / Fully Consumable Effluent
Water Supply and Storage Company Transmountain Return Flows
Water Supply and Storage Company - Trdnsmountam Return Flows
Recharge Credits
Fully Consumable Effluent
Fully Consumable Water from GLIC System
Recharge Credits
South Platte River
05/2006
06/2011
06/2011
02/2013
01/2021
02/2015
06/2014
10/2020
08/2014
St Vrain Creek
St Vram Creek
Cache La Poudre
Cache La Poudre
South Platte River
South Platte River
Big Thompson River
South Platte River
Comment
a No augmentation or replacement credit available I 4830414 Pages : 27 of 29
b Maybe used only for augmentation of CCWCD constituent wells (not used for replacement of return ! 05/28/2022 10 19 AM R Fee $0.00
flows) i Carly Koppel, Clerk and Recorder, Weld County , CO
c Available above the point of return flow accrual
while suds afer eng neefs, inc
White. Sands Water Engineers; inc.
VIII RA WM II
SOP strZeEt e.
Per DeEtp
Sample Accounting - Hokestra Reservoir
Day
Month
Notes
Admin/ Priority
RD -BC (cfs)
Hokestra Storage Right
Portion of 1A. Up to 30 cfs. When Hokestra Storage Right in priority.
Other Water
Portion of 1A.
RD -IC (cfs)
Hokestra Storage Right
Portion of 1D. Up to 30 cfs. When Hokestra Storage Right in priority.
Other Water
Portion of 1D.
Free River Water
ICC (cfs)
Measured value.
Hokestra Storage Right
Portion of 1G. Up to 30 cfs. When Hokestra Storage Right in priority.
Other Water
Portion of 1G.
Portion of 1G. When no downstream call exists.
LCD (cfs)
Hokestra Storage Right
Portion of 1J. Up to 50 cfs. When Hokestra Storage Right in priority.
Other Water
Portion of L.
SVC 1
Hokestra Storage Right
Portion of 1M. Up to 25 cfs. When Hokestra Storage Right in priority.
Other Water
Portion of 1M.
SVC 2
Q
Hokestra Storage Right
Portion of 1P. Up to 25 cfs. When Hokestra Storage Right in priority.
Other Water
Portion of 1P.
Free River Water
RD -BC (cfs)
RD -IC (cfs)
Measured value. Limted to 1D.
ICC (cfs)
LCD (cfs)
SVC 1 (cfs)
Measured value. Limted to 1M.
SVC 2 (cfs)
Measured value. Limted to 1P.
Total (ac -ft)
Sum of 2A through 2F (converted from cfs to ac -ft).
Hokestra Storage Right (ac -ft)
Other Water (ac -ft)
Portion of 2G. Limited based on 2A through 2F and 1A through 1R.
West Cell (cfs)
South Cell (cfs)
North Cell (cfs)
Total (ac -ft)
Sum of 3A through 3C (converted from cfs to ac -ft).
Hokestra Storage Right (ac -ft)
Other Water (ac -ft)
Free River Water (ac -ft)
Releases from OOP Storage (ac -ft)
Portion of 3D. Limited based on 5A.
Portion of 3D. Limited based on 6A.
Portion of 3D. Limited based on 7A.
Portion of 3D. Limited based on SA.
West Cell
South Cell
North Cell
West Cell
South Cell
North Cell
Using applicable stage -area -capacity relationship and 4A through 4C.
Total
Sum of 4E through 4G.
ETo (inches),
rt
Pan .0—Acieht
NCWCD Longmont South or Longmont West if Longmont South not available.
Equal to 4Ki* 0.7 / 4Kii. In case no Etr and/or pan data available, equal to decreed dai
Evaporation Rate (ft)
est�Cell (ac -ft)
Equal to 4,41.
South Cell (ac -ft)
Equal to 4,4L.
North Cell (ac -ft)
Equal to 4,4L.
iV
Total (ac -ft)
Equal to sum of 4Mi, 4Mii, and 4Miii.
West Cell
South Cell
North Cell
Using applicable stage -area -capacity relationship and 4A through 4C.
Q
Total (ac -ft)
Equal to 4N+ 4O+ 4P.
Calculated EOD Storage
Equal to 2G -3D- 4Miv +prior day's 4Q.
If 4Q -4T>0, 4Q -4T, 0.
If 4Q- 4T < 0, 4Q - 4T, 0. Value is positive.
Unmeasured Gains In -Priority
Equal to 4Ui, if Hokestra Storage Right is in prioirty.
Equal to 4Ui -4V.
Total Beginning of Day Storage
Equal to prior day 5D. Subject to carryover on 4/1 per decree.
Portion of 4Miv.
Portion of 4V.
Portion of 4Uii.
End of Day Storage
Equal to 5A+ 2H - 3E -56 +5Ci-5Cii+9Bi.
Total Beginning of Day Storage
Equal to prior day 6C.
Evaporation
End of Day Storage
Equal to 6A+ 21- 3F - 66 - 9Bii.
Total Beginning of Day Storage
Equal to prior day 7D.
Portion of 4Miv.
Portion of 4V.
End of Day Storage
Equal to 7A + 2l - 3G - 7B + 7Ci -7Cii + 9Biii.
Total Beginning of Day Storage
Equal to prior day's SB.
End of Day Storage
Equal to 8A- 3H +4W.
Paper Fill
Booked To (+)/From (-)
Other Water (ac -ft)
Free River Water (ac -ft)
Cumulative Storage - First Fill
Equal to 2H + 5C+ 9A +96. Limited to lesser of 1,250 ac -ft and physical capacity.
Cumulative Storage - Refill
Equal to 2H+ 5C+ 9A + 9B. After 9C limit has been reached.
Note: Collapsed for printing purpo es. Accounting will be on a daily basis. Accounting Year is April - March.
Contact Information: Ruthanne Schaffer, Central Colorado Water Conservancy District, 3209 W 28th Street, Greeley, CO 80634, 970.330.4540.
CASE NO. 17CW3202
4830414 Pages: 28 of 29
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Carly Koppel, Clerk and Recorder, Weld County , CO
III
Sample Accounting - Subject Shares
(all values in cfs unless otherwise specified)
Attachment 2.2
CASE NO. 17CW3202
November 2020
Admin/Priority
Location
Month
tion Station Delivery
Rural Ditch Augmentation Structure
Transit Loss SVC
Rural Ditch Augmentation/Bypass Structure
Transit Loss to Boulder Creek
Tri Town Stormwater Augmentation Structure
Transit Loss to SVC
Hokestra Augmentation Structure
Transit Loss to SVC
Hoekstra Reservoir
Shores Pond B Inlet Structure
Shores Pond C Inlet Structure
RVWSR
Total Delivery of Subject Share
Return Flow
Prior Year Augmentation Delivery
Surface Return Flow Factor
Deep Perc Return Flow Factor
Calculated Return Flow
Surface
Deep Perc
Appropriated Return Flows
acements
Source 1
Amount
Transit Loss
Source 2
Amount
Transit Loss
Net Replacement
Total
Net
Day*
1 2 3
Total
CFD AF
20 -year Cumulative Annual 20 -year Cumulative
Monthly Total Total Annual Total
AF AF
/;(//,'",/e4y*//
Notes
Downstream of the outlet of the augmentation
structure located in the SW % of the SE'''A of
Section 35, T3N, R68W, 6th P.M., Weld County,
Colorado.
Equal to 2b + 2d + 2f+2h.
Measured deliveries attributable to Subject
Shares.
,',
,/.//*/.4,1M:7,4 Per decree.
Measured c
Shares.
;1'%`'`,� �
xmLrer
easured deliveries attributable to Subject
1/11111' 1sr y hares.
! irr sa ��
l /s//� /r "'" al Per decree.
�i"�' 11111O511111
��/� �' �� r � '� �r�"/ Measured deliveries attributable to Subject
1' 1s1�/ 3'm y hares.
tk4.11Atik
Ptill51014.01it Per decree.
erig ng r. 21 152121.11 21.1 Equal to sum of3bthrough3e.
!' 4%,/'4%
4/6
P/**7 %///14///e/s'
-"4
a-
W1/7:,//://i/o;
Measured deliveries attributable to Subject
Shares.
Equal to 2a + 3a. Subject to volumetric limits
per decree.
n/a
EqIt5
a * 5b /the number of days in the
month.
Equal to 5d, when in priority.
n/a
Name, location.
Per Water Commissioner/Division Engineer, as
applicable.
Name, location.
Per Water Commissioner/Division Engineer, as
applicable.
Equal to 6b - 6c + 6e - 6f. Must be equivalent to
5d - 5g.
n/a
Equal to 4 - 5d +5g + 6g.
Equal to 7a -2c -2e -2g -2i.
* Accounting will be daily. Condensed herein to allow for greater resolution.
Contact Information: Ruthanne Schaffer, Central Colorado Water Conservancy District, 3209 W 28th Street, Greeley, CO 80634, 970.330.4540,
4830414 Pages: 29 of 29
05/29/2022 10:19 AM R Fee:$0.00
Carly Koppel, Clerk and Recorder, Weld County , CO
lIII MOO III
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