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WATER.
water rights • planning • engineering
MEMORANDUM CWS File #07-160
To: Brad Mueller, Weld County Planning Department
From: Rachel Kullman, Clear Water Solutions, Inc.
Steve Nguyen, P.E., Clear Water Solutions, Inc.
Date: July 31, 2007
Subject: TZA Water Engineers, Inc. —June 25, 2007 Memorandum
We reviewed the Memorandum dated June 25, 2007 that was prepared by TZA Water
Engineers, Inc. in response to our May 30. 2007 Water Supply Plan Review for Pioneer
Communities. The purpose of this communication is to respond to TZA's June 25, 2007
Memorandum to provide the Weld County Planning Department additional guidance and
perspective.
In their memorandum, TZA provided a chapter-by-chapter response to our Water Supply Plan
•
Review, which included concerns and specific points of clarification. We appreciate these
concerns and additional information and will consider them as we move forward with the project.
The primary concern identified by TZA was our analysis of additional materials that were not
proposed or intended for review as part of the self-contained TZA Water Resources Report
(May, 2007). More specifically, we reviewed the water sources pending approval for use in the
development. We reviewed these additional materials at the request of the Weld County
Planning Department to provide an overview of all water-related activities (approved and
pending) for the development. We understand that Pioneer Communities cannot include these
additional water sources for use in the development until legally available for use.
In their memorandum, TZA clarified some of the questions/concerns we indicated in the Water
Supply Plan Review. However, there are remaining items in Chapter 6 we believe TZA has not
addressed, namely the water supply operation, physical system, drought or dry-year demand
management, and the intent of pending water sources. We are not requesting this information
to unnecessarily delay this process.. but at the County's request, we want this information to
better understand how this development will operate and how supplies will be used to meet
demands in both average and dry years. It seems this information would be readily available
from the Applicant when it evaluated the long-term viability of this development.
Although it appears total supply is sufficient to meet demands on an annual basis, we believe a
more detailed analysis (potentially monthly) which considers both average and dry-year supplies
and demands is needed to confirm water supplies are sufficient for the development. The
agricultural lands can be managed easily, i.e. acreage reduced, depending on available
supplies in a particular year; but residential and commercial irrigation is more difficult to manage
• in a dry year. We understand TZA's position that Lost Creek Basin water historically has been a
drought-resistant supply source and more water can simply be withdrawn as needed. However,
it would be beneficial to see that the decreed supplies are sufficient to cover projected demands
0010 S.County Road 5,Ste.105 I Windsor,C08052S I (T)970.223.3706 I (F)970-223.3763 ' www.cisarwatercoloraoc.com
.
for the proposed developm ent in dry years until proposed additional sources are decreed.
Understanding how the water will be diverted, collected and stored, and reused will assist in this
determination.
We understand that TZA may not have addressed these items because they are still under
development or are pending approval. If this is the case, a minimum of a status update on the
progress made to date should be included.
We believe a face-to-face meeting with TZA would be helpful to further discuss these items.
•
0010 S.County Road 5,Ste.105 j Windsor,CO 8052E I (T)976.229.370E I (F) 970.222.37633 I www.clearwaterco For aria.coin
12595 W.Bavaud.Ave_•Ste 330
Lakr�v� Telephonwood,e
Colorado 80228
lirl'i\TZA Water Engineers, Inc. Teleplwne. 303-977-0030
g Facsimile. 303-971-0077
MEMORANDUM
To: Mr. Jack Hibbert, P.E.
From: Thomas M. Dea, P.E.
Date: June 25.2007
Re: Clear Water Solutions - May 30,2007 Report Review
This memorandum has been prepared to provide comments to the Water Supply Plan Review
(REVIEW) for Pioneer Communities, Inc. (PIONEER) that was prepared by Clear Water
Solutions, Inc. (CLEAR WATER) dated May 30, 2007.
TZA Water Engineers, Inc. (TZA) has evaluated the REVIEW and compared it with the Water
Resources Report (REPORT) prepared by TZA and delivered to you on May 1, 2007. After
evaluating the REVIEW, we have the following comments and/or recommendations.
• As stated in our cover letter to the REPORT dated May 1, 2007, "The Colorado State Engineer's
Office will not review referrals that do not qualify as a `subdivision' as defined in Section 30-28-
101 (10) (a). CRS.' We believe it was prudent for the Weld County Planning Department to
contract with an outside source, CLEAR WATER, to review and comment on the water supply
issues associated with Pioneer. We were pleased to see in the review recommendations that
CLEAR WATER stated, "Presently, we have not identified any fatal flaws that we believe would
prevent this project from moving forward." However, our primary concern is that CLEAR
WATER has apparently based their review in part on information that was not contained in the
REPORT that TZA prepared for PIONEER.
While this letter may not address all points raised by the REVIEW point by point, our intent is to
provide adequate information to address the comments on a broad approach and further the
dialogue with the Weld County Planning Department and CLEAR WATER. Below, please find
a list of items from the REVIEW followed by comments and/or answers prepared by TZA:
Chapter I - Introduction
Paragraph 4 states, "We have reviewed a voluminous amount of information related to the water
supply plan. and as such. appreciate the need to insure an adequate review."
The intent of the REPORT was that it would be a self-contained document that would
hold all information that needed review for the PIONEER water supply plan. Our belief
is that REVIEW has evaluated additional materials that are not part of the Pioneer Water
6/25/2007
Page 2 of 4
• Resources Plan, and as such should not be a part of the REVIEW. Some of the
information appears to be either dated or superseded. Ga" -rZA to,s,ra6
Chapter 2 — Definition of Terms
CLEAR WATER has provided a list of terms and definitions of each term.
We believe that, at a minimum, a definition of Designated Basin Groundwater should be
added to the REVIEW.
Chapter 2 — Table I —Water Demand Summary Spreadsheet
Agricultural demands should be noted as projected only. Agricultural demands will vary
on a year-to-year basis based on available supply. Agricultural demands are discussed
further below and in Chapter 3 of the REVIEW
Chapter 3 —Commercial Use
The REVIEW has not fully defined commercial use as intended by PIONEER.
Commercial use is made up primarily of irrigation of Parks and Schools. The estimated demand
of 836 acre-feet per year, outlined in the REPORT. is based on assumptions developed from the
sketch plan. We agree that these estimates are preliminary and will remain so until such time
that the zoning and the platting of each phase is finalized. However, we thought it may be
beneficial for REVIEW to address how these water demand numbers were developed.
Preliminary irrigation demands developed from the sketch plan are based on 196.1 irrigated acres
in parks that will be developed throughout the community, 180.7 acres of irrigated lands
associated with schools, and 6.8 irrigated acres surrounding commercial developments.
Chapter 3 —Agricultural Uses
In Paragraph 1, REVIEW raised concerns that the projected 90% irrigation efficiency is
relatively high.
PIONEER's agricultural consultant prepared the estimated efficiency for the drip
irrigation system that is proposed. In addition. PIONEER plans on installing a portion of
the drip irrigation system to replace the center pivot irrigation systems in 2008. Once
installed, efficiencies for the drip system will be monitored to verify assumptions.
Chapter 3 —Agricultural Uses
In Paragraph 2, CLEAR WATER acknowledges that the agricultural demand will be variable
based on water availability on a year-to-year basis.
We concur that adjusting the number of acres irrigated on a year-to-year basis is a viable
approach to managing the agricultural component and PIONEER believes that this will
•
6/25/2007
Page 3 of 4
• allow the community to maintain an agricultural component for the planned development
at project build out.
Chapter 3 — Policies for Demand Management
REVIEW suggests that there needs to be a plan for drought management.
We agree that policies need to be developed to manage demand during periods of
drought. However, as the REPORT indicates, all non-agricultural demands will be met
by Lost Creek alluvial groundwater. To date, the Lost Creek Groundwater Management
District has not ever restricted pumping during periods of drought, which indicates that
Lost Creek alluvial groundwater is historically a drou_ght resistant source of supply.
Chapter 4 — Water Supply
REVIEW has identified a "myriad" of water supply sources, many of which are not included in
the REPORT.
While we agree that at ultimate build out, some of the sources identified by CLEAR
WATER may be feasible. the REPORT clearly identifies only two sources of water. The
27 approved and decreed Lost Creek Designated Basin alluvial wells (all uses except '
agricultural), and the Henrylyn Irrigation District (agricultural use only). No Denver
Basin Ground Water is included in the long-term plan, no water is planned from the
Town of Keenesburg. and no Box Elder alluvial groundwater is included in the long-term
plan.
Chapter 4 —Lost Creek Designated Basin
REVIEW raises several questions regarding use of Designated Basin alluvial groundwater.
Lost Creek Designated Basin alluvial groundwater proposed for use at PIONEER has
been issued a Decree in Case No. 98-CV-1727. The Decree allows groundwater to be
"exported, used, reused. successive use, and disposition so long as dominion is
maintained over the water." No replacement plan is required to use the water rights
proposed in the REPORT. w4,044 4. µU4.4.4. T
Conclusions
Water supplies not included as a source of supply in the REPORT, including Denver Basin
groundwater and alluvial well supplies in Lost Creek that have not been identified, water that
may be available in the future if an approved augmentation plans are obtained, water from the
Town of Keenesburg, etc... should not be reviewed since these sources are not included in the
REPORT. Water supplies that have not been decreed and available as sources have not been
included in the REPORT.
C W _...
awl
6/25/2007
Page 4 of 4
• Currently. the water supplies defined in the REPORT prepared by TZA arc more than ade ua
to meet the needs of the proposed development, without additional sources of water. We believe
that water supply plan needs to be dynamic and while we are not recommend ruling out changes
in this plan in the future, reliable water supply plans can't rely on supplies that may not be
technically and/or legally available.
Hopefully. this memorandum provides adequate answers to questions and concerns that the
REVIEW has identified. If CLEAR WATER and/or the Weld County Planning Department
have concerns that they do not believe have been adequately addressed by this memorandum, we
believe that a face-to-face meeting would be valuable to discuss any additional questions that
may arise.
•
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WATER SUPPLY PLAN REVIEW
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Prepared by.
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cicarWATERsolutions
water rights • planning • engineering
Clear Water Solutions. Inc.
._i.. S. County Road 5. Suite 105
Windsor, CO 80528
I
1
CHAPTER 1 — INTRODUCTION
•
As mandated under legislation, counties in Colorado must require developers to
provide evidence that water quality, quantity and dependability will adequately
serve a proposed subdivision. This legislature also requires the State Engineer's
Office (SEO) to review the water supply information provided by the developer,
upon referral from the county, and issue an opinion regarding injury to other
users as well as the overall adequacy of the water supply.
1 Weld County Planning Department has contracted with Clear Water Solutions,
Inc. to provide a third-party review of the water supply plan and related
information for the Pioneer Communities development (Pioneer). Pioneer is
proposed to be located near the Town of Keenesburg in southern Weld County,
as shown in Figure 1.
1
Before we discuss the details of the Pioneer water supply plan it should be noted
that this particular water supply plan is particularly complex compared to most
water supply plans —for both Weld County as well as for other jurisdictions in
Colorado. The SEO has indicated the following reasons why this plan is rather
unique compared to most plans they review and issue opinions on:
• When water supply plans are submitted, the developer is typically
• further along in the process of project implementation. At present, the
water supplies proposed are not fully developed or defined.
• The scale of this development is extremely large.
• Most water supply plans reviewed by the SEO do not include an
agricultural element like that proposed for Pioneer Communities.
For these reasons, Weld County Planning Department determined it was prudent
to conduct a third-party review of the proposed water supply plan for this
development. In our work for the County, we have reviewed a voluminous
amount of information related to the water supply plan, and as such, appreciate
the need to insure an adequate review.
In this report, we briefly review and summarize some of the details regarding the
plan. We also discuss some of the assumptions and information provided by the
developer. However, the bulk of the information presented relates to the issues,
concerns and additional unknowns we have identified regarding the water supply
plan. The intent of this report is to provide Weld County Planning Department
with direction as they continue to work with Pioneer through the development
approval process.
•
Clear Water Solutions, Inc.
Pioneer Communities Water Supply Plan Review
k
I
i
M • 21 " 22 23 24 19 20 21 22 23 24 19 20 21 22
20 27 26 25 29 28 27 26 25 30 29 20 27
I" Box ter Creek
T3N T3N TIN
33 34 35 36 31 32 34 35 3fi
:133 31 32 33 34
l R65W R64W R63W
2
4 32 1 6 4 3 2 1 6 5 4 6
1 8 9
9 "10 , : 4 12) ] PIONEER t0 n 12 7 9
COMMUNITIES
I16 1n4 16 15 1413 s A 16 15
T2N T2N _ T2N
21 22 23 V4 19 20 21 22 23 19 20 21 22
Lo reek
1 HVWY 76
28 27 26 25 30 26 25 30 29 28 27
1 K NESBURG
4
33 34 J5v , 31 32 33 34 35 36 31 32 33 34
R65W
/ R64W R63W
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Lost Cree
I 15 14 13 1; 17 is 15 14 13 10 J 15 15
B Elde Creek
T1N T1N TIN
24 IS 20 21 22- .23- 24 19 20 21 22
Legend
, 28 - 27 26 25 29 28 27 25 25
C Rivers& Creeks
Pioneer Communities
33 34 35 38 31 -.32 33 34 35� 4 �.
R65W R64W Highways
Lakes& Reservoirs
4 3 2 1 6 ss 4 3 a I Municipalities
1
0 1 2 Milesit
Figure 1. Vicinity Ma
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_{(! , N WELD COUNTY PLANNING DEPARTMENT _
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PIONEER COMMUNITIES, INC. :1cltrWpTERso!!1(i.ut.
WATER SUPPLY PLAN REVIEW „me„,,,,,„ „a,,n,,,s
COLORADO
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4 CHAPTER 2 - DEFINITION OF TERMS
Acre-foot (at): The amount of water it would take to cover one
acre of land to a depth of one foot;
approximately 325,851 gallons.
Alluvial Groundwater.- Considered tributary groundwater, directly
connected to the surface stream system (Le.
South Platte River). Its withdrawal is
considered a surface diversion and is governed
by Colorado's water rights priority system.
Augmentation: One-for-one replacement of water to the
stream system for groundwater that is
consumptively used. Well pumping from
► shallow wells requires augmentation.
CGWC: Colorado Ground Water Commission
Effluent Percentage: The percentage of water delivered through the
WTP that eventually shows up at the
wastewater treatment plant.
I •
ERU: Equivalent Residential Unit
Non-tributary Groundwater Water that is not hydraulically connected to the
river system. Use of this water does not
require augmentation and can be used to 98%
extinction. Dawson, Denver, Arapahoe, and
Laramie-Fox Hills aquifers supply non-tributary
groundwater.
Not Non-Tributary Groundwater Deep groundwater that is hydraulically
connected to the river system. Use of this
water creates depletions that extend hundreds
of years into the future, which require
augmentation. For this reason, this is typically
not a good water supply alternative.
SEO: State Engineer's Office
ATP: Wastewater Treatment Plant
•
Clear Water Solutions, Inc.
Pioneer Communities Water Supply Plan Review
`i
• CHAPTER 3 - REVIEW OF WATER DEMANDS
There are three primary uses for water in the proposed development:
o Residential and commercial potable uses
o Residential and commercial non-potable uses (i.e. landscape
irrigation)
o Agricultural irrigation
In Pioneer's water supply plan and supporting material, the developer has
quantified these water demands and identified assumptions used to project these
demands. In this section of our report, we briefly review these assumptions and
identify particular concerns.
Table 1 provides a summary of the various water demand categories in the
development, pertinent assumptions used to estimate demand, and the total
annual water demand anticipated.
Indoor Residential Uses
Pioneer Communities anticipates build-out of 10,070 equivalent residential units
(ERU) and assumes 0.265 af of indoor water use per ERU. We believe this
estimate for indoor water use is consistent with regional uses in high-efficiency
developments.
Outdoor Residential Uses
Pioneer indicates irrigated landscape will be limited to an average of 3,O00 sf per
ERU. They estimate that 0.15 af of water will be required to meet those irrigation
needs for each ERU. Our independent calculations indicate that this water
demand estimate is consistent with regional requirements for bluegrass. We
believe this estimate is adequate, provided irrigated areas are limited to the
amount indicated by the developer. We also believe it is conservative to assume
all landscape will be high-water use bluegrass. Regional water conservation
trends have made low-water use landscapes (i.e. Xeriscape) more desirable in
many developments.
Commercial Uses
The developer currently estimates both indoor and outdoor commercial water use
as a percentage of total residential use. The developer provides no engineering
basis for this estimate. We assume their estimate is preliminary since
development zoning is not finalized. We suggest the developer more accurately
quantify commercial water uses once zoning is finalized and use engineering
• standards such as water use per customer served and per irrigated area to
determine commercial water use.
Clear Water Solutions, Inc.
Pioneer Communities Water Supply Plan Review
4
• Table 1. Pioneer Communities Water Demand Summary Spreadsheet
Water Demand Category Pioneer Assumptions - Pioneer Calculated Demand
Water Use Categories in Pioneer Assumptions made by Pioneer The total annual demand estimated by
( Communities Communities to estimate demand Pioneer Communities
10,070 ERU 2,669 af
Residential Potable
Annual use=0.265 af/ERU
3,000 sf/ERU(avg) 1,511 of
Residential Irrigation
( Annual use =0.15 of/ERU
20%x(25%x total residential use) 209 of
Commercial Potable
i
80%x(25%x total residential use) 836 of
Commercial Irrigation
Penman-Monteith equation 1,958-2,036 af
Agricultural Demand
Irrigation efficiency=90%
Three probable cropping scenarios or
practices proposed
1,280 acres assumed for scenarios;
fallowed acres necessary if supply not
adequate
Notes:
ERU-equivalent residential unit
af-acre-feet
sf-square-feet <-lceTWAT ERso 1I/G;r
waar n9nls Vian n9 enSine er ng
5
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Agricultural Uses
The developer estimates that water demand for the agricultural areas in the
development (1,280 acres) will depend on the specific crop mixes selected. The crop
mixes proposed are diverse - ranging from more traditional regional crops like corn
silage and wheat to more specialty crops like cucumbers, peppers, and melons. The
developer calculated water use demand with the Penman-Monteith equation, which is
an industry-accepted method. The developer indicates that high efficiency (90%)
irrigation methods will be used to irrigate crops. This efficiency is relatively high. The
method of irrigation should be verified before this efficiency level is used for water
supply planning purposes.
The developer also indicates that water supply for the agricultural fields is highly
variable year to year and as such, they plan to adjust the number of acres irrigated to
meet the available supply as needed. We believe this is a viable approach to managing
supply and demand for the agricultural elements in the development.
Policies for Demand Management
The non-potable water uses (i.e. landscape and agricultural irrigation) proposed by the
developer are based on average water use conditions. During periods of drought, water
demands will increase and supply may simultaneously decrease. Other than indicating
that agricultural acres will not be planted under water short conditions and that Denver
Basin non-tributary groundwater may be used as a drought supply, the developer has
not indicated specifically how high water demand periods or low water supply periods
411 will be managed for the landscape areas in the development (e.g. watering restrictions).
The developer should develop and institute policies to manage demand during periods
41 of drought.
r♦
a
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Clear Water Solutions, Inc.
Pioneer Communities Water Supply Plan Resins
6
4
104 CHAPTER 4 - REVIEW OF WATER SUPPLY
Pioneer has proposed a myriad of water supply sources to meet the demands in
the development. The primary water supply sources include the following:
ofia o Denver Basin groundwater
• Laramie Fox-Hills Aquifer
• Arapahoe Aquifer
roe • Lost Creek Designated Basin
o Box Elder alluvial groundwater
• 10 existing wells
• 5 proposed wells
o Lost Creek Designated Basin groundwater
• 27 approved wells
• 12 pending wells
• 9 wells owned by Keenesburg
A The location of these sources is shown in Figures 2 and 3. Aside from the small
amount of Henrylyn Irrigation District water used on the agricultural fields, all the
proposed water supplies for the development originate from groundwater.
Although these groundwater sources are similar in the sense that wells will be
used to pump the supply from aquifers, they are very different in terms of how
each source is regulated and administered. The State of Colorado considers
each of these a unique groundwater source and governs their use under discrete
sets of rules and regulations.
The legal, regulatory and engineering elements of these various water sources
are complex. In order to fully understand the water supply adequacy in the
development, we believe it is necessary to provide a general overview of these
various sources. With this context, it will be easier for Weld County to
understand which proposed water supplies are or are not adequate at the
present time. Table 2 summarizes the primary differences between the three
groundwater sources.
i Pioneer has begun the process of obtaining approval to use all three
groundwater sources in the development, but not all sources have been
approved for use at the present time. Table 3 provides a summary of the
proposed water sources in the development, pertinent information about each
source, and the status of approval for use. Table 3 also includes information
gaps that should be clarified by the developer.
4 In this section of our report, we provide background and overview of each
groundwater source and discuss the status of approval for use in the Pioneer
Communities development.
a
a
Clear Water Solutions, Inc.
Pioneer Communities Water Supple Plan Review
4
41
4
lb r::
Box er Creek LARAMIE
I FOX-HILLS
T3N T3N AQUIFER T3N
a R65W R64W R63W
I
II • - PI EER
CO NIT ES
ARAPAHOE
AQUIFER -
' 2N T2N T2N
Lo reek
4 HWY 76 ' _
1 NESBURG
1N -,_
R65 _
R64W R63W
.. R63W
0 `v H
0 Lost Creek
L_: I
T1N T1N
C: F.. -.
Bc x Elde Creek
TIN
Legend
9 _.- Rivers &Creeks
_ Pioneer Communities
�~c Highways
>,...--,r) ,a Lakes&Reservoirs
0 R65W 'r R64W Municipalities
1
S t Arapahoe Aquifer
II , ,�,
Laramie Fox-Hills Aquifer
0
0 1 2 Miles
• I i
I nI Figure 2. Denver Basin Aquifers
/ $ �ip e • 'V WELD COUNTY PLANNING DEPARTMENT
III
PIONEER COMMUNITIES, INC.
AIen r WATER;a'cn 7/,,,ii.
wine WATER SUPPLY PLAN REVIEW ^ ° _ ^•
COLORADO
8
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4 Box er Cre5ek
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4 , 7 T3N T3N T3N /7 "
i /
S R65W R64W I R63W.
/
•
/ PIONEER
0 COMMUNITIES
4. Mn \\ i
y,„
BOX ELDER 2N T2N ilk ALLUVIAL reek
AQUIFERHWY 76
CREEK
K_NESB0RG 7 ' ALLUVIAL
AQUIFER
„
)
f`tR65W " ► R64W R63W
��a , A (1-__\ R63W
a 714 UD•.oN HWY 52 --/
40 1 Lost Cree
40
,, B.x Elde leek C.
' T1N �T1NN-T-'�
O;�
a = -----'-----,,_ Legend
f'—,__,-Fr
Rivers& Creeks
a r _,\ Pioneer Communities
ill i
) " � �-'L. Highways
Lakes& Reservoirs
_V R65W I \ R64W
—1 C Municipalities
0 j" ( I I Alluvial Aquifers r
r �; ,
141
0 1 2 Miles
O I / I N Figure 3. Alluvial Aquifers
le / ��� i WELD COUNTY PLANNING DEPARTMENT
Wi��c. WPI TER S PPLY PL N RE INC. rI� (nWATER10l itiioa-
• WATER SUPPLY PLAN REVIEW
COLORADO 9
0
11
31
Table 2. Summary of Groundwater Sources
• Denver Basin Groundwater Box Elder Alluvial Lost Creek Designated
Groundwater • Groundwater
4
CRS 37-90-137(9)(a) and CRS 37-90-107, 108, 109 and
Rules Governing Use CRS 37-92
4 (9)(b), CRS 37-80-102(1)(g) 111
4
Colorado Ground Water
4
Administrating Agency State Engineer's Office State Engineer's Office Commission and local
groundwater management
!� districts
4
4 Application for Use State Engineer's Office Water Court District Court
4.
Non-tributary Denver
on-tributary and Not Non-
Type of Groudwater tributary AlluvialfTributary Basin (Non-tributary,Not Non-
tributary)
4
Availabilty for alluvial;
Basis for Allocation Overlying land Availability Overlying land for Denver
Basin
00
Yes, for alluvial if south of T2N
i Augmentation or No for non-tributary except for T3N line;same as Denver
2%replacement; Yes, for not Yes
Replacement Required? non-tributary Basin rules for Denver Basin
1411D
groundwater
Yes, for consumptive use
Reuse and Sucessive Yes No portion of alluvial; same as
Reuse Allowed Denver Basn rules for Denver
41, Basin groundwater
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Denver Basin Groundwater
Background and Overview. Denver Basin groundwater is water within specific
aquifers that are located generally from Greeley to Colorado Springs and from the Front
Range foothills to Limon. The aquifers include the Dawson, Denver, Arapahoe, and
Laramie-Fox Hills. The State Engineer has adopted specific rules and regulations for
the Denver Basin aquifers, which are different from the rules and regulations for Box
Elder and Lost Creek groundwater sources discussed below.
The State Engineer administers the use of Denver Basin groundwater and determines
the right to use this water for beneficial purposes. This water source is allocated on the
basis of overlying land ownership and may be withdrawn based upon a 100-yr aquifer
life. Computer models, defined under Senate Bill 5, were developed to determine the
allocation at each location within the Denver Basin.
0 Groundwater in the Denver Basin is classified as either nontributary (NT) or not-
nontributary (NNT). NT groundwater is defined by statute as water that when
withdrawn, has a minimal impact on the water flow in a neighboring surface stream
system. This water can be used and reused up to 98% extinction. NT groundwater
may also be "banked" in the sense that the annual allowable rate of withdrawal need not
be used annually. However, at no time can the total volume pumped exceed the annual
appropriation times the number of years since the appropriation was issued.
NNT groundwater has a more significant impact on the neighboring surface stream
system when withdrawn than does NT groundwater. For this reason, the State
4 Engineer requires an augmentation plan to offset or replace the use of this groundwater.
Use of this water creates depletions that extend hundreds of years into the future. It is
difficult to secure an augmentation plan for this type of groundwater and as such is not
often accomplished.
Status of Denver Basin Water for Pioneer Communities. Denver Basin
groundwater, both from the Laramie-Fox Hills and Arapahoe aquifers, has been
approved for use in the development to meet residential and commercial potable and
non-potable uses. Pioneer indicates that development of these water sources is not
It� financially feasible at this time, but specifies these sources may be used in the future
under drought conditions.
This approved Denver Basin groundwater is also included to be used as a source of
augmentation in a pending augmentation application (Case No. 06CW256). This
II® application proposes to pump groundwater from the Box Elder alluvium and use Denver
Basin groundwater, among other sources, to augment depletions. It is not clear to what
extent this water will be used for augmentation purposes versus actual water uses in the
development. The developer needs to provide information to insure this water source
will not be over-committed.
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Pioneer Communities Water Supply Plan Review
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From information obtained from Pioneer, we also believe there is a pending application
for Denver Basin groundwater located in the Lost Creek Designated Basin for lands
owned by PV Water and Sanitation Metro District. The developer should clarify this
proposed water source and its intended use in the development, even if the application
is still pending.
Box Elder Alluvial Groundwater
Overview and Background. Box Elder groundwater is considered an alluvial or
tributary groundwater source. Tributary groundwater is directly connected to a surface
stream system and thus governed under Colorado's priority system. Box Elder Creek
and the alluvial aquifer that supplies it is tributary to the South Platte River (see Figure
3).
Use of water from an alluvial aquifer is administered by the SEO and is regulated and
quantified under a system of water courts. The right to beneficially use this water
source is based on water availability. Since the South Platte is over-appropriated (no
undeveloped water available) and since wells are junior to senior surface water rights,
replacement or augmentation water is required to offset use of that groundwater. Use
of alluvial groundwater from the South Platte River and its tributaries requires a court-
approved augmentation plan.
Status of Box Elder Water for Pioneer Communities. Water from the Box Elder
alluvium is proposed for a myriad of uses in the development including domestic,
40, irrigation, commercial, municipal, industrial, stock watering, recreation, fish and wildlife
purposes, augmentation, residential, and fire protection. At the present time, this water
source has only been approved for irrigation purposes on the agricultural fields in the
development. This irrigation use was approved in an augmentation plan entered by
Central Colorado Water Conservancy District Groundwater Management Subdistrict
(Central GMS) in Case No. 02CW335. The remaining proposed uses are still pending
in Case No. 06CW256.
There are presently ten Box Elder groundwater wells located at Pioneer Communities.
These wells were used historically to irrigate agricultural fields and are augmented
under the Central GMS augmentation plan. Under this augmentation plan, these wells
are allowed to pump on an annual basis under a quota system. The quota is set
annually by Central GMS and is a function of the amount of water supply available to
offset groundwater uses. Operation of this augmentation plan in recent years has
shown that the quota is highly variable year to year. As such, it is difficult to quantify
how much water will be available from these wells in future years. To deal with this
variability, the developer indicates they will adjust their agricultural practices in a
manner (likely reduce acreage) that will match the amount of supply available.
The developer also proposes to use water from these ten wells up to their decreed
capacity to meet additional demands not approved under the Central GMS plan. These
wells are currently not being pumped to their full capacity. Augmentation of this
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increased pumping is proposed in the pending Case No. 06CW256. Also in Case No.
06CW256, the developer proposes to drill up to five additional wells in Box Elder
alluvium and store this water in as many as nine ponds.
4
The pending request to use additional supply from the ten existing wells and five new
wells is anticipated to meet the myriad of uses indicated previously, not just agricultural
4P uses. From the information provided by Pioneer, it is not clear to what extent Box Elder
water will be used to meet the additional water demands in the development. The
developer should clarify the intended uses of this supply and insure this source is not
over-committed.
Lost Creek Designated Basin
Overview and Background. There are eight "designated" groundwater basins in
Colorado, most of which are located on the eastern plains of the State. One of those
basins is Lost Creek (see Figure 3), which also is located within the boundary of the
Denver Basin. The significance of a designated basin is that it is not regulated or
administered under the Colorado water rights priority system. Designated basin
groundwater is a separate and unique resource, which is administered outside of the
prior appropriation system.
a
Use of designated basin groundwater is administered by the Colorado Ground Water
Commission (CGWC) and by local management districts, not the SEO. Designated
basin groundwater is also different from other groundwater sources in that applications
for use are made to district courts, not water courts.
There are two types of groundwater recognized in the Lost Creek Designated Basin —
alluvial and Denver Basin. Alluvial groundwater is allocated on water availability, no
unreasonable impairment, and no unreasonable waste. In areas of the Lost Creek
Basin where the CGWC has determined it to be over-appropriated, a replacement plan
is required to insure the water pumped from the aquifer is fully replaced. The CGWC
currently considers the Lost Creek Basin to be over-appropriated south of the line
• between Township 2N and Township 3N. Denver Basin groundwater within a
designated groundwater basin is allocated based on the amount of overlying land and a
100-yr aquifer life, similar to Denver Basin waters not within the designated basin
jurisdiction.
4111
Status of Lost Creek Water for Pioneer Communities. According to the water supply
plan, Lost Creek alluvial groundwater is the primary source of water supply proposed for
I® Pioneer presently. This supply is anticipated to serve potable residential and
commercial uses and non-potable landscape irrigation uses via a secondary supply
system that makes use of reusable effluent. Excess reusable effluent not used to meet
landscape irrigation is also proposed to meet irrigation requirements at the agricultural
fields.
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Information provided by Pioneer indicates Lost Creek alluvial groundwater supply is
adequate for the following reasons:
• The wells proposed to meet Pioneer's needs are located in the over-appropriated
area of the Lost Creek Basin. As such, no new large capacity wells can be
drilled in this area without replacement and as such will not impact Pioneer's
supply. Pioneer's wells were historically used for irrigated agriculture in Lost
Creek and are exempt from the requirement to have a replacement plan.
• The wells proposed to meet Pioneer's needs are senior and have never been
curtailed by the CGWC.
• Aquifer water levels in Lost Creek basin have been monitored by the SEO since
the 1950's. Our review of the SEO's annual report on the basin indicates that
water levels are generally stable or increasing.
Given what we currently know about water levels in Lost Creek Basin, which was
y confirmed through discussions with the SEO, we believe this groundwater supply is
7 sustainable. However, it is important to note that this currently is the sole approved
source of water supply proposed for Pioneer at this time. In the event that water in the
basin becomes unavailable or limited, there are no other sources currently approved
04,
that are available to fulfill the entire demand in the development.
An initial water rights application associated with Lost Creek water has been decreed in
Adams County District Court (Case No. 98CV1727 and 99CV0097). These decrees set
forth a change of use from irrigation to other development related uses as well as a
4111 change of location for use outside the Lost Creek Basin. From additional information
we have received from Weld County and Pioneer, we also believe there is a pending
4 application to obtain more water from Lost Creek Basin, some from the acquisition of 12
additional wells and some through special arrangements with the Town of Keenesburg.
Pioneer should provide clarification on these additional sources, even if they are still
41 pending approval.
Lost Creek Basin water is also proposed as an augmentation source via wastewater
treatment plant (WWTP) and lawn irrigation return flows to offset the use of Box Elder
alluvial groundwater in Case No. 06CW256. In the augmentation application, it is not
clear to what extent Lost Creek water will be used for augmentation purposes versus
411 actual water uses in the development. The developer should clarify the intended uses
41) of each source and insure the source is not being over-committed.
Pioneer is currently using a 95% effluent percentage to estimate the amount of
wastewater that will be available for reuse in the development. This effluent percentage
+� is relatively high, but not unreasonable for a WWTP. The developer should confirm this
estimate after the WWTP is constructed.
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- CURRENT WATER SUPPLY PLAN
CHAPTER 5 ASSESSMENT OF
4 As indicated above, some of, but not all of the water supply sources proposed by
Pioneer have currently been approved for use in Pioneer Communities. The
s� sources that have been approved for use have also been included in a pending
request for a plan of augmentation that proposes to use these same water
sources as an augmentation supply for wells drilled into the Box Elder alluvium.
In addition, this pending augmentation plan indicates that Box Elder groundwater
will also be used to meet some of the residential, commercial and agricultural
uses in the development, which according to the water supply plan will be met
with primarily Lost Creek Basin groundwater.
Although it may appear at first review that the developer may be over committing
water sources by claiming it as a source of supply and as a source of
augmentation water, this is not likely the case. We anticipate the developer has
likely submitted their augmentation application with overlapping water supply and
04, demand to firm their water portfolio and provide for additional operational
04, flexibility in the development over the long-term. If the pending augmentation
plan is approved, as proposed, it will provide for a diverse and flexible water
supply system for the development.
Proposed Water Supply Plan
The water supply plan proposed by Pioneer does not describe the pending
augmentation plan in detail and does not clearly define what water will be used
for what uses if the pending plan is approved. This detail is not likely included
because Pioneer claims the currently approved water supply (i.e. Lost Creek
water) is adequate whether or not the augmentation plan is approved. In the
4 water supply plan, Pioneer shows that on an average annual basis there is
enough approved water supply to meet the residential and commercial potable
and non-potable water demands.
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We appreciate Pioneer's desire to move forward with their development plan by
requesting Weld County and the SEO review the plan in light of not having the
augmentation plan decreed. Part of the reason for this request may be related to
AD the fact that the pending augmentation plan is not likely to be decreed for several
years. There is currently a backlog of pending cases in water court and the
complexity of this case is likely to draw many objectors and require intensive
negotiation and/or litigation. Although we appreciate Pioneer's request, we have
several concerns related to Pioneer's desire for a review of the plan under the
present circumstances.
Pending Augmentation Plan. We do not believe it is prudent to assess the
adequacy of the water supply plan under the uncertain circumstances
surrounding the pending augmentation plan. The pending augmentation plan
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leaves many questions unanswered and many parts of the water supply plan
undeveloped.
For example, if an augmentation plan is not approved then Pioneer proposes to use
Lost Creek WWTP return flows from the development directly for landscape irrigation in
a secondary supply system. A secondary supply system will require storage facilities to
retain reusable effluent for delivery during periods of demand. Pioneer has not provided
adequate detail on these proposed storage facilities.
0•
Alternatively, if an augmentation plan is approved, we anticipate that Box Elder wells
4 may be used to meet landscape irrigation demands instead and that this use might be
ire augmented with Lost Creek WWTP effluent. This approach would likely reduce or
eliminate the need for storage facilities and be more financially and operationally
4 feasible for the developer. These two approaches are significantly different in concept
and may necessitate an entirely discrete physical system and operational plan. It would
4 be inaccurate to issue an assessment on the proposed water supply plan under either
circumstance until such time as the pending augmentation plan is approved.
In our conversations with the SEO, we understand they will not give a final opinion on
this water supply plan until the pending augmentation plan (Case No. 06CW256) is
decreed since the sources identified in this plan are currently committed by the
developer for uses in the development. The SEO indicated to us that Case. No.
06CW256 is rather complex and not likely to be finalized for years.
One alternative Pioneer may consider is the SEO will sometimes approve water supply
plans per phase of development build-out if sufficient water supplies are secured to
meet the demand for that portion of the development.
4
Clarification of Supply, Quality, and System Concepts. We believe it is important to
more completely review the water supply plan once the plan is more clearly defined.
This is necessary to understand the water supply availability (both in terms of quantity
and timing), the quality of the water supply as well as the adequacy of the infrastructure
used to distribute, store and deliver the water supply.
4 Under the current proposal, the developer has quantified water demands as well as
water supply on an annual basis. We believe a comparison of water demand and
supply on an annual basis does not fully address the adequacy of the proposed water
supply for the intended uses. The developer should quantify the timing of water
demands relative to water supply availability and any storage requirements and
4 incidental losses that incur during storage, operation and delivery of the water to the
point of demand. The information provided by the developer to date does not provide
4 sufficient detail for us to make a complete assessment.
4D The developer has provided some information on the water quality of the approved
sources, but not for all of the proposed or pending sources. We believe it is inaccurate
to assess the water quality on the basis of tests for only a few of the supply sources. A
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complete range of tests should be conducted to determine what the blended water
quality will be. If the water supplies will be treated prior to delivery for potable uses, a
detailed description of the treatment approach should be provided.
We believe the developer should submit, at a minimum, the conceptual plan for the
distribution, delivery and storage of the water supply system for the potable, non-
potable and agricultural uses. This information is needed to better understand how the
supply system will operate and which sources will be used to meet which demands.
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CHAPTER 6 - RECOMMENDATIONS
In this water supply plan review, we were asked to determine if there were
any immediate fatal flaws associated with the water supply plan proposed by
Pioneer Communities. Presently, we have not identified any fatal flaws that
we believe would prevent this project from moving forward. The developer
til appears to be making progress in their quest to secure an adequate and
diverse water supply for Pioneer Communities.
However, since the water supplies are not finalized at this time, we cannot
lap provide conclusive findings until additional information is provided. We
recommend Weld County insure that Pioneer continues to clarify and provide
the following as they progress with their plan:
• Provide basis for the water demand predicted for both potable and
a non-potable commercial uses.
• Verify the agricultural efficiency of 90% or provide a more detailed
description of the methods of delivery and distribution.
a • Describe the policies and procedures the developer will implement to
manage demand during periods of drought or insure water supply is
4 adequate during periods of drought. The only water supply mentioned
I, to be used during drought is the Denver Basin groundwater, which the
developer also states is unfeasible to develop at this time.
• Provide a finalized description and quantification of approved water
I` supplies that will be used in the development.
a • Indicate which approved water supplies will be used to meet which
water demands in the development. The developer should indicate if
AI the demand will be met with the first use of the water supply or with
4 successive uses.
• Provide a description of the water supply operation (both potable and
non-potable) and the details of the physical transmission, storage,
distribution, delivery, and treatment systems.
• Verify the effluent percentage of the WWTP.
III' • Provide water quality information on all sources of water supply and
any blended water supply proposed to be used at Pioneer.a4b4
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Pioneer Communities, Inc
Water Resources Report
May,2007
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Prepared For
Pioneer Communities, Inc
TZA Water Engineers, Inc.
Pioneer Communities, Inc
Water Resources Report
May 1, 2007
The purpose of Water Resources Report is to provide the data necessary for the Planning
Commission and the Board of County Commissioners to determine whether the proposed water
supply is likely to be sufficient in terms of quality, quantity and dependability for the type of
subdivision proposed.
Resource Colorado Water and Sanitation Metropolitan District (RCWSMD) will provide water to
the Pioneer Water and Sanitation District for the Pioneer Development Area (PDA). RCWSMD
received approval from Weld County in 2004 to build, operated and maintain water and
wastewater facilities in Weld County. RCWSMD has been designated as the wastewater service
provider from the North Front Range Water Quality Planning Association (NFRWQPA).
RCWSMD was granted conditional approval to act as a management and operating agency on
September 22, 2005 ("208 Plan Amendment"). The 208 management/operating agency
conditions were satisfied by NFRWQPA's approval of the RCWSMD Utility Plan on April 26,
2007. The approval of the Utility Plan was also accompanied by approval of the site
application. Both approvals allow RCWSMD to move forward with site application and
preliminary design approval at the State level through the Colorado Department of Public
Health and Environment.
• One of the goals of RCWSMD was to utilize water resources developed in the Lost Creek Basin
in Weld County to supply water to developments in Weld County rather than shipping all of
their water resources to other Front Range communities located outside Weld County.
Location
The proposed PDA lies in southern Weld County along existing transportation corridors and
intersections of Interstate 76 (I-76). Weld County Road 49 (WCR 49), and Weld County Road
22 (WCR 22), and encompasses approximately 5,600 acres of land. A copy of a map with legal
description is attached as Exhibit A.
Legal Description
This area is divided into four parcels, as shown below.
Parcel A
- the entirety of Section 32, Township 3 North, Range 64 West
-the entirety of Sections 7 and 8, Township 2 North, Range 64 West
- the majority of Section 9, Township 2 North, Range 64 West (excluding 20 acres in the SE
corner of Section 9)
- the east 1/2 of Section 5, Township 2 North, Range 64 West
- the SW 1/4 of Section 4, Township 2 North, Range 64 West
- the NW, NE, and SE 'As of Section 18, Township 2 North, Range 64 West
- the west 1/2 of Section 17, Township 2 North, Range 64 West
• Parcel B
- the north 1/2 of Section 13, Township 2 North, Range 65 West
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• Parcel C
- the majority of the NE V4 of Section 15, Township 2 North, Range 65 West
- the majority of the north '/2 of the NW '/4 of Section 14,Township 2 North, Range 65 West
Parcel D
- the entirety of Section 2, Township 2 North, Range 65 West
- the east 1/2 of Section 11,Township 2 North, Range 65 West
- the NW, SW, and SE 1s and part of the NE '/4 of Section 17, Township 2 North, Range 65 West
A survey of the parcels is shown in Exhibit A.
Water Demand
We have prepared the demand projections based on the following information:
1. Indoor Residential Use - Each equivalent residential unit (ERU) using an annual average
of 0.265 acre-feet per year for indoor uses (10,070 ERU's X 0.265 = 2,668.6 acre-feet
per year). The 0.265 acre-feet per ERU assumes that low flow technologies (showers,
low flow toilets, etc...) will be employed throughout the community.
2. Residential Irrigation Demands - Each residence will have allowable irrigation of a
maximum of 3,000 square feet. Each residence will have an associated irrigation
demand of 0.15 acre-feet per year to support residential irrigation (10,070 X 0.15 =
1,510.5 acre-feet per year). Plant type and irrigation covenants will be developed so
that maximum irrigated demands do not exceed 0.15 acre-feet per year.
3. Irrigation of Open Space, Parks, and School Uses - While detailed subdivision plans
•
have not yet been prepared and/or approved, for planning purposes Pioneer
Communities has budgeted an additional 25% to the sum of Indoor Residential Use plus
Residential Irrigation Demands (2,668.6 + 1,510.5). Of the 1044.8 acre-feet per year,
Pioneer Communities has estimated that 20% of this water (209.0 acre-feet) will go
toward potable demands and that 80% of the water (835.8 acre-feet) will be available
for irrigation demands of open spaces, parks, and schools within the proposed
subdivision. Evaporation/storage losses associated with the urban irrigation system are
estimated at 120 acre-feet per year. The evaporation estimate Is based on construction
of a 40 surface acre reservoir to capture wastewater return flows. The estimated net
evaporation rate for the 40 surface acres is 3 feet per year.
4. Agricultural Demands - At full build out all agricultural demands will be met using
Central Colorado Water Conservation District and Henrylyn Irrigation District sources of
water. Because the sources of irrigation water have variable yields depending on
meteorological conditions the crop demands and irrigated acreage will vary to match
the water available on a year-to-year basis.
Total estimated urban water demands at build out are:
Potable Residential and Non-Residential Demands - 2,878 acre-feet per year
Residential Non-potable Demand (Irrigation) - 1,511
Non-Residential Irrigation Demand - 836
Evaporation/Losses - 120
Total Urban Demand 5,344 acre-feet per year
Agricultural Demands - Met using CCWCD and
• Henrylyn Water Sources
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Water Availability
The water resources available for the project Include the following:
1. Lost Creek Alluvial Groundwater - Total available supply = 3635.9 acre-feet
A. Well Permit No. 9430-FP - 124.7 acre-feet per year (Exhibit B-1)
B. Well Permit No. 31568-FP - 152.0 acre-feet per year (Exhibit 5-2)
C. Well Permit No. 15550-FP - 200.4 acre-feet per year (Exhibit B-3)
D. Well Permit No. 14860-FP - 74.3 acre-feet per year (Exhibit 5-4)
E. Well Permit No. 31643-FP- 111.3 acre-feet per year (Exhibit B-4)
F. Well Permit No. 31640-FP - 297.2 acre-feet per year (Exhibit B-4)
G. Well Permit No. 9175-FP - 301.4 acre-feet per year (Exhibit B-4)
H. Well Permit No. 6419-FP - 347.2 acre-feet per year (Exhibit B-4)
I. Well Permit No. 12123-FP - 163.1 acre-feet per year (Exhibit B-4)
J. Well Permit No. 8533-FP - 84.0 acre-feet per year (Exhibit B-4)
K. Well Permit No. 8535-FP - 96.9 acre-feet per year (Exhibit B-4)
L. Well Permit No. 12124-FP- 106.4 acre-feet per year (Exhibit 5-4)
M. Well Permit No. 31526-FP - 144.4 acre-feet per year (Exhibit 5-4)
N. Well Permit No. 31527-FP - 139.1 acre-feet per year (Exhibit B-4)
0. Well Permit No. 31542-FP - 193.3 acre-feet per year (Exhibit B-4)
P. Well Permit No. 1731-FP - 82.2 acre-feet per year (Exhibit B-4)
Q. Well Permit No. 1771-FP - 83.2 acre-feet per year (Exhibit 5-4)
R. Well Permit No. 1772-FP - 125.3 acre-feet per year (Exhibit B-4)
• S. Well Permit No. 1773-FP - 79.9 acre-feet per year (Exhibit 5-4)
T. Well Permit No. 8534-FP - 81.5 acre-feet per year (Exhibit B-4)
U. Well Permit No. 31653-FP - 98.0 acre-feet per year (Exhibit 5-4)
V. Well Permit No. 31612-FP - 65.4 acre-feet per year (Exhibit B-4)
W. Well Permit No. 31654-FP - 116.8 acre-feet per year (Exhibit B-4)
X. Well Permit No. 31536-FP - 84.6 acre-feet per year (Exhibit B-4)
Y. Well Permit No. 1730-FP - 92.0 acre-feet per year (Exhibit B-4)
Z. Well Permit No. 1774-FP - 27.8 acre-feet per year (Exhibit B-4)
AA.Well Permit No. 31595-FP - 163.5 acre-feet per year (Exhibit 5-4)
2. Pending Lost Creek Alluvial Groundwater - 570.4 acre-ft (pending adjudication)
BB. Well Permit No. 31560 - 164.5 acre-feet per year
CC. Well Permit No. 7602 - 131 acre-feet per year
DD. Well Permit No. 5866 - 116.4 acre-feet per year
EE. Well Permit No. 5867 - 78 acre-feet per year
FF. Well Permit No. 31530 - 59.3 acre-feet per year
GG. Well Permit No. 31540 - 23.2 acre-feet per year
Change of use applications have been submitted to the Colorado Ground Water
Commission. As the water is pending adjudication, it is not included as a viable supply
at this time and is included herein for purposes of reference.
3. Laramie-Fox Hills Aquifer Water - The Laramie-Fox Hills aquifer water underlying the
PDA is classified as nontributary groundwater. The amount of legally available
groundwater has been calculated by the Office of the State Engineer and the
• Determination of Facts in Case No. 2005CW61 has quantified the legally available water
within the Laramie-Fox Hills aquifer at approximately 1,2818 acre-feet. In
TZA Water Engineers, Inc.
Page 4 of 9
• accordance with the Weld County 300-year aquifer rule, Pioneer proposes to use a
maximum annual average of 427.3 acre-feet per year from the nontributary Laramie-
Fox Hills aquifer. It is important to note that Laramie-Fox Hills aquifer supplies can be
used and reused to extinction. Use of the Laramie Fox Hills does require a 2%
replacement, but return flows above the 2% will be available for re-use. As the
development begins to use Laramie-Fox Hills supplies, RCWSMD will have the right to
capture and re-use water that is generated from consecutive uses of Laramie-Fox Hills
supplies. However, we have not attempted to quantify these amounts and have not
included Laramie-Fox Hills as a source of supply at this time. It is anticipated this water
will be held in reserve and used for emergencies, construction and other ancillary uses.
4. Arapahoe Aquifer Water - The Arapahoe Aquifer water underlying the PDA is classified
as not nontributary groundwater. The amount of Arapahoe aquifer water was
calculated by TZA Water Engineers to be approximately 1655.5 acre-feet. Based on the
300-year aquifer rule, Pioneer could utilize approximately 5.5 acre-feet per year from
the not nontributary Arapahoe aquifer. Since the available annual average supply is
minimal and use of the not nontributary Arapahoe aquifer water would require a court
approved augmentation plan, the Arapahoe aquifer water is not included as a source of
supply at this time. It is anticipated this water will be held in reserve and used for
emergencies, construction and other ancillary uses.
5. Wastewater Treatment Plant Return Flows - Return flows generated from a mechanical
wastewater treatment plant (WWTP) have been calculated at 95% of inflows. All WWTP
return flows are available to be captured and re-used from discharges of the WWTP.
Available return flows at full build out were calculated by multiplying the projected
inflows of 2,877.6 (2,668.6 + 209) acre-feet per year by 95%. Using this methodology,
• WWTP return flows available for capture and re-use equal 2,733.7 acre-feet per year.
WWTP return flows will either be used as direct application through a dual irrigation/non
potable system, through storage and use for irrigation and/or through use with a court
approved augmentation plan. It is important to note that Lost Creek alluvial supplies
can be used and reused to extinction. As the development begins to use Lost Creek
alluvial supplies, RCWSMD will have the right to capture and re-use water that is
generated from consecutive uses of .Lost Creek alluvial supplies. However, to be
conservative, we have not attempted to quantify these amounts and have not included
multiple re-use from WWTP return flows as a source of supply at this time.
6. Central Water Conservancy District Augmentation Plan - The agricultural water supplies
assure continuation of prime agricultural lands by allocating the same sources of water
as has historically been utilized to irrigate the land. In the near term, as development
progresses, the agricultural water supplies may be supplemented with surplus Lost
Creek Supplies as well as surplus wastewater flows. The availability of the surplus
supplies will be determined annually based on the residential community water
demands. In 2006 Central's augmentation plan has covered 853 acre-feet of
consumptive use credits for irrigation wells currently utilized in the PDA. For purposes
of preparing this report, we have assumed that going forward we will receive at least
853 acre-feet per year of augmentation supplies to offset pumping of Box Elder alluvial
wells. However, the amount of irrigated acreage may be limited based on the amount
of available water on an annual basis.
7. Henrvlvn Irrigation District - Pioneer Communities has 320 acres of land under the
Henrylyn irrigation system that entitles it to receive an approximate average of 160
acre-feet of water per year. For purposes of preparing this report, we have assumed
• that going forward we will receive at least 160 acre-feet of water per year. As stated
TZA Water Engineers, Inc.
Page 5 of 9
0 above, the amount of irrigated acreage may be limited based on the amount of
available water on an annual basis.
` 8. Irrigation Lawn Grass Return Flows - Calculated irrigation return flows from all turf
irrigation have been calculated using an irrigation efficiency of 85%. Using this
methodology, irrigation return flows that will recharge the Box Elder alluvial aquifer will
total approximately 352 acre-feet per year. A court approved augmentation plan will be
put into place prior to RCWSMD using this source of water. This source of water has
not been included in the plan but from a technical standpoint it should be allowed for
, beneficial use once a court approved augmentation plan is in place.
Water Quality
Laramie-Fox Hills Aquifer
Detailed water quality Information available for the Laramie-Fox Hills aquifer in the area
around the proposed subdivision is not currently available. However, information available
from USGS Atlas HA-650 (Geologic Structure, Hydrogeology, and Water Quality of the
Laramie-Fox Hills Aquifer in the Denver Basin, Colorado) indicates that the general water
quality in the Laramie-Fox Hills aquifer underlying the proposed subdivision is as follows:
Dissolved Solids Concentrations - 600 to 800 milligrams per liter (mg/I)
Hardness (as calcium carbonate) - 60 to 180 mg/I
Dissolved sulfate concentrations - 0 to 250 mg/I
Domestic wells have been completed into the Laramie-Fox Hills aquifer near the project site for
potable supplies. However, no detailed water quality information was located for the Laramie-
Fox Hills aquifer in the area.
Based on the information available, we believe the Laramie-Fox Hills aquifer water quality will
meet or exceed the drinking water standards for public supplies.
Lost Creek Alluvial Water
Projected water quality data for the Lost Creek alluvial aquifer was obtained from available
information for several of the proposed wells. Water quality varies throughout Lost Creek and
Resource Colorado realizes that at build out, blending of water from various sources and treatment
for other sources will be required to meet Colorado Department of Public Health and Environment
(CDPHE) standards for potable water. While detailed water quality analysis has not been
performed for all Lost Creek Alluvial wells, The total dissolved solids (TDS) has been measured
and recorded for each of the proposed wells, which provides a general guideline for the wells that
will likely need water treatment to meet CDPHE standards. Measured TDS values for Lost Creek
alluvial wells that RCWSMD proposes to use to supply PMD are listed below:
•
TZA Water Engineers, Inc.
Page 6 of 9
Lost Creek Alluvial Well Total Dissolved Solids Content
•
Above (+) or 4
Below (-)
TDS
Well Permit No Tested mg/L Secondary
MCL of 500
mg/L
A [ 9430-FP 301 -199
9
B I 31568-FP [ 291 F -209
C 15550-FP ( 306 -194
D 14860-FP 400 -100
E 31643-FP 350 -150
�F [ 31640-FP 372 -128
G 9175-FP 271 [ -229
r •
-
IH 6419-FP 306 [ -194
I 12123-FP r 1500 +1000
• J 8533-FP 801 +301
K8535-FP 1020 +520
L 12124-FP 1420 +920
M 31526-FP 1940 +1440
N 31527-FP 1420 r +920
O 31542-FP 1590 Ir +1090
[ID 1731-FP r 2000 I +1500
Q F 1771-FP 1580 +1080
[R 1772-FP 2140 [ +1640
rs [_ 1773-FP 2120 +1620
lb
T 1- 8534-FP 1400 i +900
fu 31653-FP 1370 +870
�- 15 0 j +1050
III
r 31612-FP s
TZA Water Engineers, Inc.
{ Page 7 of 9
• W 31654-FP 2270 +1770
31536-FP 2470 +1970
y 1730-FP 2510 +2010
z 1774-FP 2600 +2100
IAAI 31595-FP 2670 r +2170
Under foreseeable and likely future conditions, use of Lost Creek alluvial supplies directly, or by
blending with other Lost Creek alluvial wells and/or blending of Laramie-Fox Hills water with Lost
Creek alluvial water supplies,the quality of the proposed potable water supplies will meet or exceed
the potable water quality standards established by the State of Colorado Department of
Environmental Health.
Box Elder Alluvial Water
Box Elder alluvial water quality has been obtained from samples analyzed by Colorado Analytical
for evaluation of acceptability for irrigation purposes. Representative Box Elder water quality
information is attached in Exhibit C.
• Under foreseeable and likely future conditions, use of Box Elder water supplies and WWTP return
flows that may be relied on as a source of augmentation water to recharge the Box Elder alluvial
drainage will be an acceptable source of water for irrigation. Use of Box Elder water as a potable
source will likely require water treatment prior to distribution.
Water Dependability
Laramie-Fox Hills Aquifer
A final Determination of Facts for Case No 2006CW61 has quantified the water contained in the
Laramie-Fox Hills aquifer underlying the PDA. 427.3 acre-feet of nontributary water supply is
available from the Laramie-Fox Hills aquifer underlying the proposed subdivision in sufficient
quantity to assist in meeting the projected needs of the proposed subdivision for a period of three
hundred(300) years.
Lost Creek Alluvial Water
Water from the Lost Creek alluvial aquifer wells that RCWSMD will use to supply is renewable
and has been decreed for continuous use. Recharge occurs from precipitation and from irrigation
supplies brought into Lost Creek through ditches and stored in reservoirs. Water levels in the Lost
Creek aquifer have remained relatively stable since the 1950's. If water levels in the aquifer
decline, the Groundwater Management District would be able to curtail pumping of"Junior Wells".
However, levels in the aquifer have never declined to the point where curtailment of"Junior Wells"
•
TZA Water Engineers, Inc.
Page 8 of 9
• has been necessary. Based on the available information, the Lost Creek alluvial source of supply is
a renewable supply sufficient to meet the projected demands of the proposed development.
Box Elder Alluvium
Water from the Box Elder alluvial aquifer is a renewable source of supply. Use of water from the
Box Elder alluvium will require a court approved augmentation plan, which Resource Colorado will
have put into place prior to utilizing Box Elder alluvial water as a source of supply
Conclusion
A Water Balance is presented in Table I. At build out, a commitment of 2,878 acre-feet of the
currently available 3,636 acre-feet adjudicated Lost Creek water available will provide a sufficient
water supply for Pioneer Communities, Inc. residential and non-residential indoor uses. Once
obtained, an approved augmentation plan would allow pumping of the Box Elder alluvial ground
water and reduce the Lost Creek supply necessary as lawn grass return flows are captured and
reused.
The direct capture, storage and reuse of treated wastewater effluent return flows for residential and
non-residential irrigation is a viable irrigation supply and an opportunity to effectively reuse the
Lost Creek supply.
The water currently available in the RCWSMD portfolio exceeds the projected urban demand of
• Pioneer Communities Subdivision at full build out. Some sources of water may require blending
and/or treatment prior to use as a potable source. The water resources outlined in this report will be
sufficient to meet the projected demands of the proposed Pioneer Communities Subdivision.
•
TZA Water Engineers, Inc.
Page 9 of 9
• Table 1
Water Balance
No Including
Augmentation Augmentation
Plan Plan
Residential Units 10,070 10,070
i ;
URBAN
1 r Supply
Lost Creek-Designated Basin 2,878 2,258
Residential and Non-Resdential Wastewater Return Flows 2,734 2,734
Residential Lawn Grass Return Flows 0 227
Non-Residential Lawn Grass Return Flows 0 125
• Subtotal 5,612 5,344
Demand
Residential and Non-Residential Potable Use 2,878 2,878
Residential Irrigation 1,511 1,511
Irrigation-OS, Parks, Schools, etc. 836 836
Evaporation/Losses 120 120
Subtotal 5,344 5,344
• AGRICULTURAL
Supply
Central Colorado Water Conservancy District 853 853
Henrylyn Irrigation District 160 160
• Subtotal 1,013 1,013
Demand
Agricultural Demand 1,013 1 013
Subtotal 1,013 1.013
Total Supply 6,625 6,357
Total Demand 6,357 6,357
•
TZA Water Engineers, Inc.
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Exhibit B-1
Ground Water Commission
State of Colorado
Amended Final Permit No.9430-FP
LOST CREEK DESIGNATED GROUND WATER BASIN
Priority Date: May 3, 1965
Use(s): MUNICIPAL,COMMERCIAL, INDUSTRIAL,DOMESTIC,AUGMENTATIO, REPLACEMENT,
IRRIGATION,STOCK WATERING, FISH AND WILDLIFE PURPOSES,RECREATION,
RESIDENTIAL,AND FIRE PROTECTION
Name of Claimant: HEIZER FARMS INC
Permitted Well SW 1/4 of the SW 1/4 at a point 300 feet from the South Section Line and 125 feet from the West
Location: Section Line of Section 14,Township 1 South,Range 63 West of the Sixth Principal Meridian.
Maximum annual volume of appropriation: 124.72 acre-feet
Maximum pumping rate: 700 gallons per minute
Totalizing Flow Meter. Meter Required
Description of acres Townships 2 and 3 North,Range 64 West,and Township 2 North,Range 65
Irrigated West of the 6th P.M.in Weld County,and Township 1 South,Range 63 West
or place of use: and Township 2 South,Range 66 West of the 6th Principal Meridian in Adams
County.
Aqulfer(s): QUATERNARY ALLUVIUM
• Note: This amendment is a change in use and place of use pursuant to the Commission Findings and Order dated June 15,
2006. Additional terms and conditions are contained within this Order that affect this water right This well may continue to
be used for irrigation purposes in accordance with the original conditions of Final Permit No.9430-FP until it is first used
pursuant to this Amended Final Permit.
rr
Done this i% day of �Rel_ ,20(40
.a . Lees BY: •
Ha D.Simpson S n ers,P.E.
State Engineer Chip,Desi aced Basins Branch
State of Colorado ✓ Receipt No.: 9001256
•
• Exhibit B-2
Ground Water Commission
State of Colorado
Amended Final Permit No.31568-FP
LOST CREEK DESIGNATED GROUND WATER BASIN
Priority Date: May 20, 1965
Uae(s): MUNICIPAL,COMMERCIAL,INDUSTRIAL,DOMESTIC,AUGMENTATION,REPLACEMENT,
IRRIGATION,STOCK WATERING,FISH AND WILDLIFE PURPOSES,RECREATION,
RESIDENTIAL,AND FIRE PROTECTION
Name of Claimant: I-IELZER FARMS INC
Permitted Well SW 1/4 of the NW 1/4 at a point 2340 feet from the North Section Line and 50 feet from the West
Location: Section line of Section 14,Township 1 South,Range 63 West of the Sixth Principal Meridian.
Maximum annual volume of appropriation: 15200 acre-feet
Maximum pumping rate: 600 gallons per minute
Totalizing Flow Meter: Meter Required
Description of acres Townships 2 and 3 North,Range 64 West,and Township 2 North,Range 65
irrigated West of the 6th P.M.in Weld County;and Township 1 South,Range 63 West
or place of use: and Township 2 South,Range 66 West of the 61h Principal Meridian in Adams
County.
Aquifer(s): QUATERNARY ALLUVIUM
• Note: This amendment is a change in use and place of use pursuant to the Commission Findings and Order dated June 15,
2006. Additional terms and conditions are contained within this Order that affect this water light. This well may continue to
be used for Irrigation purposes in accordance with the original conditions of Final Permit No.31568-FP until it is first used
pursuant to this Amended Final Permit.
Done this ISM day of \l)nE 20106
4sh /481" By:
H 1 D.Simpson n alters, .
State Engineer Chje#, ignated Basins Branch
Stale of Colorado Receipt No.: 01117054
•
Exhibit B-3
• Ground Water Commission
State of Colorado
Amended Final Permit No. 15550-FP
LOST CREEK DESIGNATED GROUND WATER BASIN
Priority Date: January 25, 1971
Use(s): MUNICIPAL,COMMERCIAL,INDUSTRIAL,IRRIGATION,STOCK WATERING,FISH DOMESTIC,AUGMENTATION,RPRRECREATION,
REPLACEMENT,
RESIDENTIAL,AND FIRE PROTECTION
�D WILDLIFE PURPOSES, RECREgTION,
Name of Claimant: FRED A HUBBS
Permitted Well SE 1/4 of the SE 1/4 at a point 20 feet from the South Section Line and 60 feet
Location: Line of Section 22 To
wnship 1 South,Range 63 West of the Sbctr Principal from the East Section
Meridian.
Maximum annual volume of appropriation
Maximum pumping rate: 850
200.37 acre-feet
Totalizing Flow Meter: Met gallons per minute
Description of acres Meter Required
irrigated Townships 2 and 3 North,Range 64 yy
or place of use: 9e
and Township 2 South,Ran West of the 6th P.M.In Weld and Township 2 North,Range 65
County;and Township 1 South,Range 63 West
Aqulfer(s): County. West of the 6th Principal Meridian in Adams
QUATERNARY ALLUVIUM
Note: This amendment is a change in use and place of use pursuant to the Commission Findings and Order dated June 15,
006. Additional terms and conditions are contained within this Order that affect this water right.
used for irrigation purposes in accordance with the original conditions of Final P
ursuant to this Amended Final Perm This well may continue to
Permit No. 15550-FP until it is first used
i
1
1
1
•
me this_11,2__day of
20 j2k It
t
d.r peon Br ,'ate Engineer nne ellers,P.E.J
ate of Colorado • ief,De 'gnated Basins Branch
Receipt Ne: Moo
•
S
•
•
Exhibit B-4
•
DISTRICT COURT,ADAMS COUNTV,
COLORADO
1100 Judicial Center Dr. /7-
Brighton,CO 80601 •
I'
Phone Number_ (303)659-I 161
• EAGLE PEAK FARMS,LTD.,ct al.,
Plaintiffs-Appellants, AS—QUM:1 ONLy 1.
Case No, 98CV1.727
V. .
LOST CREEK GROUND WATER MANAGI'MENT Div.C Ctrm:504
DISTRICT,et.el.,
- Defendants-Appellees-interested Parties E`F[L 5g{
William A.Hillhouse IL#2959
ED
David.C.Taussig,#16606
•
WHITE&JANKOWSKI,LLP
i - 511 Sixteenth Street,#500
Denver,Colorado 80202
I • (303) 595-9441
AIL I
A.TTORNF_YS FOR EAGLE PEAK FARMS,LTD.
W• AND PROSPECT VALLEY FARMS,LTD.
i .
Timothy R Buchanan,4#12185
t _ TIMOTHY R.BUCHANAN,P.C.
7703 Ralston Road.
Arvada,Colorado 80002
(303)431-9141
OF COUNSEL
ORDER GRANTING MOTION FOR SUMMARY JUDGMENT
1 -• The Court having considered the Motion for Suinsnary Judgment; Incorporating Legal
• Authority filed by Eagle Peak Farms, LTD. and Prospect Valley Farms, LTD., and having
considered thepleadin.gs, and other matters contained with in the records of the Cou it,herebyfinds
and determines as follows:
'
t .
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•
Case No.98CV 1727
Order Granting Mofion for Summary lodgment
Page 2
I. All parties in this case have either entered into a stipulation for settlement of this ease or
have withdrawn their objection to this case,or have been dismissed for not filing an answer
•
2. There is no genuine issue of material fact remaining in this case.
3. The terns and conditions agreed to in the stipulation among Eagle Peak-Farms, LTD.,
Prospect Valley Farms, LTD., Sweetwater, LIE. and the Lost Creek Groundwater
• Management District will prevent material int myor material effect to the water rights within
the Lost Creek Designated Basin.
THEREFORE,THE COURT HEREBY FENDS AND ORDERS AS FOLLOWS:
The Motion for Summary Judgment is hereby granted.
2. The proposed Findings of Tact, Conclusions of Law,iudgnieDt and Decree of the Corm:
tendered with the Motion for Summary Judgment will prevent material injury and material
effect to water rights within the Lost Creek Designated Basin and should be entered as the
final judgment of the Court.
Entered this (O al day of Al 077,2(X14.
•
/// BY THE COURT:
Donald W.Matshau,Jr. T�
District Court Judge
h:r:oy certify that copies
•
IP
DISI'RICF COURT,COUNTY OF ADAMS,STATE
OF COLORADO
Adams County Justice Center
1 100 Judicial Center Drive. r n..:,.,.,
Brighton,Colorado 80601 CoMriirviu i;vu6l
(303) 659-1161 AFtf u 5 2004
EAGLE PEAK FARMS, LTD., A Colorado Limited
FILE
Partnership,and PROSPECT VALLEY FARMS,LTD.,A
Colorado Limited Partnership
Plaintiffs-Appellants, ACOUR'PUSEONLY A
Case Number:98CV1727
. LOST CREEK GROUND WAFER MANAGEMENT iv.:H Ctnn: 505
DISTRICT, A Colorado Governmental. Subdivision and
Body Corporate,
Defendant-Appellee*nd Interested Party,
And
JULIUS A. PLUSS; MARK A. KAUFFMAN;
FREDERICK. A. HEFNER,JR.; ELAINE D. HEFNER;
GLENN H. LEWTON; MIKE CERVI; LOST CREEK
LAND AND CATTLE COMPANY; BRUCE
KAUFFMAN; CURTIS D. LEWTON; THOMAS J.
DENNING; DALE L. WASIIBURN; KATHARINA
WASHBURN; JOHN 13. PARKER; KEVIN HELZER;
• JOIN SAUTER; WOOD EPPELSHEIMER; JOEL
SIJOENEMAN;LINDA SHOENLMAN
Interested Party Defendants-Appellees..
FINDINGS OF FACT,CONCLUSIONS OF LAW,JUDGMENT AND DECREE OF
THE COURT
•
•
(
CASE NO.98CV)727
JUDGMENT AND DECREE
Page 2
• The Court having considered the pleadings,evidence,and stipulations heeby enters these.
•
Findings of Fact,Conclusions of Law,Judgment and Decree of the Court:
1. Findings of Fact
I. Jurisidictioo of the Court Case No. 98CV1727 is an appeal of a decision of the Lost
Creek Ground Water Management District("District") dated March 26, 199R denying Plaintiff-
Appellants' Application !Sr a C'hnnge of Water Rights, With Export, anti for Approval of
Replacement Plan. ("Application")The District is an entity created pursuant to the provisions of
• the Ground Water Management Act of/965,Section 37-90-101.,et.seq. (Generally referred to as
the"Ground Water Act"). Pursuant to the provisions of Section 37-90-115,C.R.S.,.the Colorado
Supreme Court appointed this Court as the Court to hear appeals of decisions of the District
pertaining to water rights issues within the Lost Creek Designated Basin. Due to the recusal of the
appointed ground water judge,Donald W.Marshall,Jr.was appointed special ground water judge
in this actioupursuant to Order of Mary!.Mullarkey,ChiefJustice of the Colorado Supreme Court,
i - entered December 6,2001. The wells that are the subject of this case are-located in the Lost Creek
Designated Ground Water Basin.and Lost Creek Ground Water Man,gemcut District. All notices
r - of the Application and the appeal of that Application to this Court were done in the manner required
_ by taw and the Court has jurisdictiOllmer the subject Matter of this proceeding and over all persons
or property affected hereby, irrespective of whether those persons or owners of property have
appeared.
t 2. Name, Address and Telephone No. of Applicant The name, address and telephone
number of the Appellants are as follows:
.
i .. Eagle Peak Farms,Ltd.
Prospect Valley Farms,Ltd_
1942 Broadway,Suite 506
Boulder,Colorado 80302
Tele: (303) 938-6852
Eagle Peak Farms,Ltd, ("Pvgle Peak") and Prospect Valley Farts, Ltd. ("prospect Valley')are
collectively referred to us the "Applicants" and they may be referred to individually as the
„Applicant".
•
3. Filing of Application With District Eagle Peak filed the Application that is at issue in
F , this case("Application")with.the Disuict on or about December 30,1994. Pursuant to Section 37-
90-130(2)(1)C.R.S.,the Application requestedthe District approve the export of water associated
with water rights located within the boundaries of the District to locations outside the boundaries of
the District(generally referred to as "export").
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CASE NO. 9SCV 1727
JUDGMENT AND DECREE
Page 3
1. Piling of Application with Commission On or about December30,1994,Eagle Peak also
•
fi led the Application,seeking approval of change of water rights with the Colorado Ground Water
Commission("Commission"). An appeal of the decisionoftheCommissionis pending in Case No.
99CV97 in this Court. The Application was also referred to the District by the Commission on
January 31, 1995. By a letter dated April 4, 1996, Eagle Peak advised the Commission and the
Dish-id that certain land and water rights had been sold to Prospect Valley Farms,Ltd.
5. annmary of Application The Applicants own or have the option to purchase
appr oximateiy 5,800 acres within the Lost Creek Designated Basin. The land owned and held under
•
option by Applicants has been and is used for fanning purposes,and a total of thirty-nine(39)wells
withdrawing water from the alluvial aquifer are used to provide irrigation water to the property. The
Applicants propose to change the water rights associated with the wells to allow the historical
consumptive use of the water rights to he used to either(1)inigate the historically irrigated lands.
or(2) to be exported from the Lost Creek Designated J3asin for various beneficial purposes. The
Applicants further requested approval of a Replacement Plan pursuant to Rule 5.6 of the Ruler and
Regtrlations far the Management and Control of Designated Ground Water, 2 CCR 410-1,
. - hereinafter referred to as the"Designated Basin Rules."
i 6. Amendment of Atmlicatian On May 11, 1995, while this matter was still.before the
Commission and the District,the.Applicant fi led anamendtnent to the Application.Thewaendtnent
•
indicated that the Applicant bad sold thewater rightsassociated with Parcel K,and specifically the
water tights represented by Well Penult Nos.3153714'and 3153 SPP,and withdrew the water rights
from the Application. Applicant filed a Motion to Amend Pleadings-to Withdraw Application for
Approval of Replacement Plan,Including Legal Authority,in this Court on October I3,2003- The
Court granted the motion, and ordered that(I)the portion of theApplication for Change of Water
Rights,With Export,and for Approval of Replacement Plan and the Complaint filed in.this case is
` ' amended to withdraw the application for approval ofa replacement plan,withoutprejudice,and any
issues pertaining to approval or replacement plan shall not be tried in this case,and(2)each party
shall bear its own costs and attorneys'fees associated witftanyportion of this easepertain.ingto the
i . replacement plan.
7. Publication of.App(BGation by District A summary of the Application was published by
the District in the South Weld Sun on September 5, 1996 and on September 12, 1996 and in The
Eastern Colorado News on September 12, 1996 and on September 19. 1996;which the District has
determined are newspapers of general circulation within the Lost Creek Designated 13asin. The
following individuals and entities filed objections with the District to the Application;
a Johns A.Pluss
b. Mark A.Kauffinan
c. Frederick A 1-Jepoer,Jr. and Elaine D.Hepner
d. Glenn H.Lewh)n
e. Bruce Kauffman
is
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I.
CASE NO.98CV 1727
JUDGMENT AND DECREE
Page 4
• f Joel Shoeneman
. _ g. Curtis D. Lewton
h. "Thomas J.Denning
• i. Dale L.and Katharina Washburn
j. John B.Parker
k. Lost Creek Ground Water Management District,represented by
Kim R.Lawrence,Esq. and A ndy Junes,Esq.of Lind,Lawrence&Otuenhoff
I. Kevin 1Ielzer
• in. Wood Eppelsheimer
❑. Mike Cervi
a John Sauter
p. Lost Creek Land and Cattle Company
8. Proceedings by the District On March 26;1998,the District issued its order denying any
export of water from the boundaries of the District.The order constituted final agency action.
9. Appeal to the District Court On.April 23, 1998,the Applicants appealed the District's
final agency action pursuant to Section 37-90-11.5,C.R.S.to the Adams County District Court and
the corm assigned the action Case No.98CV 1.727. The Count dismissed the appeal,and Eagle Peak
• appealed the dismissal to the Court of Appeals. -
10. Remand of Appeal In Eagle Peak Farms, Ltd. v. LOS( Creek Ground Water
Managementnistrtct,7 P.3d 1006(Colo.App.1999);the Court of Appeals reversed ehd remanded
specified issues to this Court crinceming whether that appeal had been.propeilypeifectech The Court
further ordered that any party seeking to assert the issues presented on remand niust file a statement
with the Court. The District,Lost Creek Land and Cattle Company, Curtis Lewton,and Mark
Kaufman filed a statement assertingvarious issues. Subsequently,the Applicants,the District,Lost
Creek Land and Cattle Company,Curtis Lewton, and Mark Kaufman entered into a Stipulation
waiving all objections regarding the remand issues. By an Order dated October 29,2003,the Count
i . approved the Stipulation and found and determined that the issues pertaining to the alleged improper
service in Case No. 98CV1727 may not be asserted as a defense and no party may otherwise seek
r to litigate the issues remanded by the Court of Appeals,whether in this or in any other proceeding.
l , Hence,any and all.remand issues are dismissed,with prejudice.
1 t. Motionq The Coprt has considered various motions filed on substantive issues by the
parties. Although the motions were filed in Case No.99QV97 and are more fully described in the
decree entered in that ease,their resolution has governed matters in this case as well. By an Order
dated August 5,2003,the Court determined that the•motions incorporate a common question as to
the moue of the procedural remedy which is to be afforded plaintiffs in this action and in Case No.
99CV97. in resolving this matter,the Court stated the following:
•
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CASE NO.98CV 1727
JUDGMENT AND DECREE
Page 5
This action invokes the subject matter jurisdiction set forth in C.R.S. 37-90-115.
Under that section any party adversely affected by any decision or act of the ground
• water commission,except for the adoption of rules,may take an appeal to the district
court. Proceedings upon appeal shall be de novo. A trial de novo contemplates that
the entire controversy in question shall be tried anew. The trial shall be conducted
a though no prior adjudication or administrative action bad occurred,Al&JLearing
v. Director of Department of Revenue, 796 P.2d 28(Colo. App. 1990); Turner v
Rossmitler, 532 P.2d 751 (Colo. 1975) , A de novo proceeding does-not concern
itself with whether the matter was or was not correctly decided in the tribunal or
agency below. Whether the controversy was or was not correctly decided in the first.
instance is of no importance.So long as the appeal is properly perfected following
action by the, ground water commission, the right to trial de novo is statutorily
granted and is not discretionary with the mutt.
The court now orders that a trial de novo will be afforded plaintiffs regarding the
issues raised by the filing of the above referenced application with the.ground water
commission,
t Similarly,the plaintiffs filed action 98C NU 727 under the authority of C.R.S.37-90-
131(1) (c) seeking trial de novo of the ruling made by the District denying the
Mir application for export.Under that section,judicial review of district decisions may
f • be tslcen in the manner and governed by the standards set forth for review of
commission decisions in section 37-90-115.
r , Subject to determination o f issues remanded by the Court of Appeals in Eagle Peak
Farms r•. Last Creek Ground Water Management District,7 P_3d 1006(Colo.App
1999)the court will also retry de novo the issues determined by theDistrict in ruling
on the-application filed by plaintiffs.
r '
t , 15. Defaults and Withdrawals The following parties were subject to Orders ofdefa ult,agreed
tot to participate,or withdrew from participation in this case:
1t •
A. Order dated February 23,2000 regarding default with respect to Julius A.Floss.
r B. Letter dated Jamul), 3, 2000 regarding Bruce Kauffman moving to Canada and
desiring dot to participate in this case, and Order approving withdrawal dated
February 10,2004.
C. Order dated January 15, 2004 approving the withdrawal of Todd E. Denning and
I. Gregory F.Denting as personal representatives of the Estate of Thomas I.Denning
D. Elaine D.Tiepner and Fredrick A. Reimer moved to withdraw•on March 15,2004.
.
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CASE.NO,98CV 1727
JUDGMENT AND DECREE
Page 6
16. Stipulations Applicants have entered into stipulations with various parties,which the
Court finds are consistent with this Decree and no less restrictive on the Applicant than those
contained in this Decree. Those stipulations are as follows:
A Stipulation among Eagle Peak Farms,Ltd.,Prospect Valley Fauns,Ltd.,Sweetwater,
L.L.C.and the Lost Creek Ground Water Management District,effective February
5,2004,approved by Orderdated February 17,2004. The Stipulation is incorporated
• • herein by this reference.
B. Stipulation among Eagle Peak Fauns,Ltd.and Prospect Valley Farms,Ltd.and the
Lost Creek Land&Cattle Company,dated January 9,2004,which was approved by
• the Court by an Order dated January 27,2004.
C. Stipulation among Eagle Peak Farms, Ltd. and Prospect Valley Farms, Ltd. and
Curtis Lewton,dated.November 23,2003,which was approved by the Court by an
Order dated December 22,2003.
- D. Stipulation among Eagle Peak Fauns,-Ltd and Prospect Valley Farms, Ltd. and
Wood Eppelshimer,dated November 18,2003,which was approved by the Court by
an Order dated December 22,2003,
•
E, Stipulation among Eagle Peak Farms,Ltd.and Prospect Valley Farms,LW.and John
Sauter,dated.November 24,2003,which was approved by the Court by an Order
f . dated December 22,2003.
• F. Stipulation among Eagle Peak Farms,Ltd. and Prospect Valley Farms, Ltd. and
Julius A.Plass!,dated November 20,2003,which was approved by the Court by an
Order dated December 22,2003.
G. Stipulation among Eagle Peak Farnis,Ltd.and Prospect Valley Farms,Ltd.and John
1 ' 13 Parker,dated Noveuiber21,-2003,which was approved by the Court by an Order
f dated December 22,2003.
t • H. Stipulation among Eagle Peak Fauns, Ltd. and Prospect Valley Farms, Ltd and
Brace Kau roan,dated December 16,2003,which was approved by the Cowl •by an
Order dated January 15,2004.
r ,
17. Order of Dismissal. By an Order dated December 15,2003,the Court ordered that the
I , following parties were dismissed from the case because they had failed to file answers or other
pleadings:(1)Mike Cervi,(2)Todd F.Denning and Gregory F.Denning as personal representatives
of the Estate of Thomas J. Denning,(3)Kevin lfelzer,(4)Bruce Kaufftnan,(5)Mark Kaufilnan,(6)
I .
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CASE NO.98CV 1727
•
JUDGMENT AND DECREE
Page 7
Glenn l.,e-wtou,(7)Jodl Shoenenum,(Sj Linda Shoeneman,(9)Dale Washburn and (10)Kalbarina
Washburn.
APPLICATION FOR EXPORT OF WATER RIGHTS
t - 19. SummaruofWaterRightsPursuanttotheprovisionsorSection37-90-I30(2)Q),C.R.S.,
Applicants request export of the water rights associated with the thiily-nine(39)wells owned or held
under option by the Applicants.
20. Description of Water Rights The water rights owned or held under option by Applicants
and to he changed in this proceeding are described as follows, and hereinafter referred to as "the
Water Rights":
•
i. Parcel A-1 •
r • A. Final Permit Nu,464-F1'was issued by the Commission on May 22, 1987,
• thi-a well to be located in the NW 1/4 of theSW1/4 of Section 30,Township
1 North,Range 63 West of the 6th Principal Meridian(PM)for irrigation of
r 160 acres described as the W1/2 of the Wl/2 of said Section 30 with an
0" 'annual appropriation of 220 acre-It and a maximum pumping rate of 1000
gallons per minute(gptn),and aptiority date of May 1, 1950, This permit is
also authorized to be commingled-with Permit No.467-FP for the irrigation
of the same 160 acres.
R. Final Permit No.467-FP was issued by the Commission on May 22,1987,
I for a well to be located in the..NW I/4 of the SW 1/4 of Section 30,Township
. I North,Range 63 West of the 6th PM for irrigation.of 160 acres described
as the W1/2 of the W1/2 of said Section 30 with an annual appropriation of
180 acre-ft and a maximum pumping rate Of 650 gpm and a priority date of
1 May 1, 1955. This permit is also authorized to be commingled.with Permit
No.464-FP for the irrigation of the same 160 acres.
J. Parcel A-2
A. Final Permit No.8533-EP was issued by the Conunission.on.May-12, 1987,
for a well to be located in the SW 1/4 ofthe NIA//4 of Section 29,Township
1 North,Range 63 West of the 6th PM for irrigation of 320 acres described
•
as the Witt of said Section 29 with an annual appropriation of 280 acrm,H
and a maximtun pumping rate of 950 gpm and a priority date of August 15,
i. . 1951. This permit is also authorized to be commingled with Permit Nu&
8534-FP and 8535-FP for the irrigation of the same 320 acres.
r.
• I
CASE NO.98CV1727
J I IDC1MENT AND DECREE
Page 8
B. Final Permit No 8534-FP was issued by the Commission on May 22, 1987,
for a well to be located in the S W l/4 of the SW 1/4 of Section 29,Township
I North,Range 63 West of the 6th PM for irrigation of 320 acres described
as the W1/2 of said Section 29 with an annual appropriation of 200 acre-ft
nod a maximum pumping rat of 600 Lyn and a priority date of March 1,
1952. This permit is also authorized to be ommingled with-Permit Nos.
8533-FP and 8535-FP for the irrigation of the same 320 acres.
fC. / Final Permit No.8535-FP was issued by the Commission on May22, 1987,
for a well to be located in the SW I/4 of the NWI/4 of Section 29,Township
I North, Range 63 West of the 6th PM for irrigation of 320 acres described
as the w1/2 of said Section 29 with an annual appropriation of 320 acre-ft
and a maximum pumping rate of 1100 gpin and a priority date of May 1,
1954. This permit is also authorized to be commingled with Permit Nos.
8533-FP and 8534-FP for the irrigation of the same 320 acres,
K. PARCEL C:
A. Final Permit No. 31518-FP was issued by the Commission on May 22,
• 1987, for a well to be located in the SWl/4 of the NE1/4 of Section 30, 1
Township 1 North,Range 63 West of the 6th PM for irrigation of 640 acres
described as the E1/2 of said Section:30 and the Sl/2 of Section 7,Township
I North,Range 63 West of the 6th PM with an annual appropriation of 640
acre-ft:and a maximum pumping rate of 1300 gpm and a priority date of May
1, 1952. This permit is also authorized to be commingled with.Pertnit Nos.
31519-PP and 31520-FP for the irrigation of the same 640 acres.
t B. Final Permit No. 3151.9-FP was issued by the Commission ore May 22,
I 1987, for a well to be located in the NEI/4 of the SE1/4 of Section 30,
' Township I North,Range 63 West of the 6th PM for irrigation of MQ acres
described as the E1/2 of said Section 30 and the Sl/2 of Section 7,Township
1 I North,Range 63 West of the 6th PM with an annual appropriation of 400
1 . acre-ft and a maximum pumping rate of 800 gpni and a priority date of
August I, 1954. This permit is also authorized to be commingled with •
! - Permit Nos-31518-FP and 31520-FP for the•irrigationof the sante 640 acres.
i ,
C. Final Permit No. 31520-NP was issued by the Commission on May 22,
" 1987, for a well to be located in the SEli4 of the NEI/4 of Section 30,
Township I North,Range 63 West of the 6th PM for irrigation of 640 acres
described as the E1/2 of said Section 30 and the-S1/2 of Section 7,Township
r 1 North;Range 63 West of the 6th PM with an annual appropriation of 560
acre-ft and a maximum pumping rate of 1100 ggnnt and apriority'date of dtdy
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CASE NO.98CV 1727
JUDGMENT AND DECREE
Page 9
1, 1955. Thispermit is also authorized to be commingled with Permit Nos.
31518-PP and 31519-PP for the irrigation of the same 640 acres.
L. PARCEL D.
Final Permit No. 12123-FP was issued by the Commission on May 22,
1987, for a well to be located in the NW 1/4 of the SW 1/4 of Section 27,
Township I North,Range 63 West of the 6th PM for irrigation of 320 acres
described as the N1/2,the NI/2 of the SW 1/4,/4,and the NW 1/4/4 of the SE1/4
of said Section 27 with an annual appropriation of 415 acre-ft and a
maximum pumping rate of 1000 gpm and a priority date of May 28, 1944.
This permit is also authorized to be commingled with Permit No. 12124-PP
• for the irrigation of the same 320 acres.
OFinal Permit•No. 12124-FP was issued by the Commission oa May 22,
1987,for a well to be located intheNE1/4 of the SW1/4 of said Section 27
for irrigation of 320.acres described as the N1/2,the N1/2 of the SW 1/4.and
the NWl/4 of the SE1/4 of said Section 27 with an annual appropriation of
I 385 acre-ft and a maximum pumping rate of 900 gpm and a priority date of
.Tune 22,1954. This permit is also authorized to be commingled with Permit
No. 12123-FP for the irrigation of the same 320 acres.
M. PARCEL F.
A. Final Permit No.31526-Er was issued.by the Commission on May 22,
1987, for a well to be located in the NE!/4of the SFa/4 of Section 22,
Township I North,Range 63 West of the 6th PM for inigation of 280 acres
f deserib&I as the N1/2 of Section 23, Township 1 North,Range 63 West of
! _ the 6th PM with an annual appropriation of 350 acre,-ft and a maximum
pumping Late of 1 100 gpm and a priority date of May 1, 1939. This permit
is also authorized to be commingled with Pettit No. 31 S27-FP for the
irrigation of the same 280 acres.
13. Final Permit No. 31527-FP.was issued by the Commission on May 22,
1987, for a well to lie located in the NWI/4 of the SEI/4 of Section 22,
i Township I North,Range 63 West of the 6th PM for irrigation of Macros
described as the N1/2.of Section 23,Township 1 North,Range 63 West of
the 6th PM with an annual appropriation of 350 acre-ft and a maximum
pumping rate of 1100 gpm and a priority date of May 1, 1944. This permit
is also authorized to be commingled with Permit No. 31526-1T for the
irrigation of.rhe same 280 acres.
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CASE NC.98CV 1727
JUDGMENT AND DECREE
I'age 10
N. PARCEL G.
. Final Permit No. 31595-FP was issued by the Commission on May 22,
1987, for a well to be located in the NEI/4 of the SWi/4 of Section 9,
Township 1 North,Range 63 West of the 6th PM for irrigation of 160 acres
described as the NW 1/4 of Said Section 9 with an annual appropriation of400
acre-11 and a maximum pumpbrg rate of 1000 gpm and a priority date of
February 5, 1957.
O. ///PARCEL IL
A.
Final Permit No.1771-FP was issued by the Commission on May22, 1987,
for a well to be located in the SW I/4 of the 5W114 of Section 35,Township
2 North,Range 63 West of the 6th PM for litigation of 320 acres described
as the W1/2 of said Section 35 with an annual appropriation of 200 acre-ft
and a maximum pumping rate of 1000 gpm and a priority date of June 2, •
1939. This pet-tuit is also authorized to be commingled with Permit Nos.
1772-FP, 1773-FP and 1774-FP for(he irrigation of the same 320 acres.
• Final Permit No.1772-FP was issued by the Cotmmission on May 22,1987,
fora well to be located in the SW 1/4 of the SW 1/4 of Section 35,Township
` 2 North, Range 63 West of the 6th PM for irrigation of 320 acres described
as the W1/2 of said Section 35 with an annual appropriation of 200 acre-fl
and a maximum pumping rate of 1100 gpm and a priority date of April 2,
1957. This permit is also authorized to be commingled with Permit Nos.
1771-FP, 1773-FP and 1774-FP for the irrigation of the same 320 acres_
Final Permit No.1773-FP was issued by the Commission on May 22,1987,
To-ha well to be located in the SWIM of the NW 1/4 of Section 35,Township
2 North,Range 63 West of the 6th PM for irrigation of 320 acres described
as the W1/2 of said Section 35 with au annual appropriation of 200 acre-ft
and a maximum pumping rate of 1000 gpm and a priority date of April 4,
. 1940- This permit is also authorized to be commingled with Permit Nos.
1771-FP, 1772-FP and-1774-FP for the irrigation of the same 320 acres.
Final PermitNo.1774-FP was issued by the Commission on May 22,1987,
fora well to be located in the SWI/4 of the SWI/4 of Section 35,Township
2 North,Range 63 West of the 6th PM for irrigation of 320 acres described •
• as the W1/2 of said Section 35 with an annual appropriation of 200 acre-ft
and a maximum pumping rate of 600 gpm and a priority date of April 6,
1954. This permit is also authorized to be commingled with Permit Nos.
1771-FP, 1772-FP and 1773-FP for the irrigation of the same 320 acres.
•i
• CASE NO.98CV 1727
JUDGMENT AND DECREE
Page I I
P. PARCEL J..-1.
i . A. Final Permit No. 31612-PP was issued by the Commission on May 22,
1987, for a well to he located in the NW 1/4 of the SE1/4 of Section 33,
Township 2 North,Range 63 West of the 6th PM for irrigation of 117 acres
described as part of the N112 of the NEI/4 and the S W I/4 of the NE1/4 of
Section 32,Township 2 North,Range 63 West of the 6th PM with an annual
i appropriation of 200 acre-ft and a maximum pumping rate of 700 gpm and
a priority date of May 1, 1944.
Q. PARCEL 1-2.
t " A. Final Permit No.31.652-FP was issued by the Commission on May 22,
1987, for a well to be located in the SW 1/4 of the 3131/4 of Section 33.
Township 2 North,Range 63 West of the 6th PM for irrigation of 320 acres
t - described as theSI/2 of said Section 33 with an annual appropriation of267
acre-ft and a maximum pumping rate of 650 gpm and a priority date oil me
j • 1, 1939. This permit is also authorized to he commingled with Permit Nos.
31653-FP and 31654-FP for the irrigation of the same 320 acres.
i O Final Permit No. 31653-'11 was issued by the Commission on May 22,
1987, for a well to be located in the SE1/4 of the SF1/4 of Section 33,
Township 2 North,Range 63 West of the 6th PM for irrigation of 320 acres
r - described as the 31/2 ofsaid Section 33 with an annual appropriation of 266
acre-ft and amaxImtun pumping rate of 700 gpm and a priority date of June
30,1944_ This permit is also authorized to be commingled with Permit Nos.
31652-FP and 31654-FP for the irrigation of the same 320 acres.
" ( 1 Fatal .Permit No.31654-FP was issued by the Commission on May 2?,
1957, for a well to be located in the NE1/4 of the NEl/4 of Section 1 4,
1 " Township I North,Range 63 West of the 6th PM for irrigation of 320 acres
I . described as the 51/2 of Section 33,Township 2 North.Range 63 West of the
6th I'M with an annual appropriation of 267 acre-ft and a maximum pumping
t • rate of 500 gpm and a priority date of June 30, 1951. This permit is also
authorized to be commingled with Permit Nos.31.652-FP and 31653-1.'P for
the irrigation of the same-320 acres.
R. PARCEL 1-3.
A. Final Permit No. 31536-FP was issued by the Commission on May 22,
1987, for a well to be located in the SE1/4 of the NE1/4 of Section 4,
.
t •
CASE NO. 98(1\11727
JUDGMENT AND DECREE
Page 12
Township 1 North, Range 63 West of the 6th PM for irrigation of 80 acres
described as pan of the El/2 of the NEI/4 of said Section 4 with an annual
appropriation of 200 acre-ft and a maximum pumping rate of 800-gpni and
a priority date of May I, 1943.
S. PARCEL 1-4.
Final Permit No.1730-PP was issued by the Commission on December 30,
r ' /�/ 1992, for a well to be located in the SW1/4 of the SEI/4 of Section 4,
• Township I North,Range 63 West of the 6th PM for irrigation of 160 acres
described as the Wt/2 of the 131/2 of said Section 4 with an annual
appropriation of 200 acre-ft and a maximum pumping Tale of 1600 gptn and
a priority date of December 31, 1935. This permit is also authorized to be
commingled with Penuit.No. 1731 FP for the irrigation of the same 160
am-es.
•
. Final permit No.1731-FP was issued by the Commission on December 30,
1992, Tor a well to be located in the SW1/4 of the 5E1/4 of Section 4,
Township 1 North,Range 63 West of the 6th PM for irrigation of IGO acres
described as the Wl/2 of the 13112 of said Section 4 with an annual
• appropriation of 200 acre-Rand a maximum pumping rate of 1200 gpm and
r a priority date of March 20, 1957 . This permit is also.authoriied to be
commingled with Permit No. 1730-FP for the irrigation of the same 160
acres.
T. PARCEL S.
A. Final Permit Na.8$'1341'was issued by the Commission on December 30,
1992, for a welt to be located in the SW1/4 of the NW1/4 of Section 11,
t ' Township I South,Range 63 West of the 6th PM for itrigation.of 320 acres
described as the W1/2 of said Section 11 with an annual appropriation of 250
acre-ft.and a maximum primping rate of 550:spin and a priority date of May
20, 195$. This pemnt is also authorized to be commingled with Permit Nos_
8874-FP.aud 9321-PP for the irrigation of the same 320 acres.
i , B. Final Permit No.8S74-FP was issued by the Commission on.December 30,
1992, for a well to be located in the SW1/4 of the NW t/4 of Section 11,
t Township I South,Range 63 West of the 6th PM for irrigation of 320 acres
described as the W1/2 of said Section 11 with an annual appropriation of 300
acre-fl and a tnaxinmtm pumping rate of 625 gpm and a priority date of May
8, .1958. This poi nit is also authorized to be comiuiligled with Permit Nos.
S873-FP and 9321-FP for the irrigation of the same 320 acres.
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CASE NO..98CV 1727
JUDGMENT AND DECREE
Page 13
C. Final Permit No.9321-FP was issued by the Commission on December 30,
1992, for a well to be located in the SW 1/4 of the SW1/4 of Section II,
Township I South, Range 63 West of the 6th PM for irrigation of 80 acres
described as part of the WI/2 of said Section II with anannual appropriation
of 250 acre-ft and a maximum pumping rate of 450 gam and a priority date
of April 21, 1965, This permit is also authorized to be commingled with
Permit Nos.8873-FP and 8874-FP for the irrigation of 320 acres described
as the WI/2 olSection I I,Township 1 South,Range 63 West of the 6th PM.
U. PARCEL L-L
t '
A. Final Permit No. 31542-VP•was issued by the Commission on May 22,
1987, for a well to be located in the NEI/4 of the NEI/4 of Section 27,
Township 1 North,Range 63 West of the 6th PM far irrigation of 223 acres
described as part of the 51/2 of Section 23, Township 1 North, Range 63
• West of the 6th PM with an annual appropriation of 558 acre-ft and a
maximum pumping rate of I000 gpm and a priority date of July 29, 1964.
•
•1 . v: PARCEL L-2.
' A Final Permit No. 31643-FP was issued by the Commission on Miry 22,
1987, for a well to be located in the 5W174 of theNVWWI/4 of Section 34,
Township 1 North,Range 63 West of the 6th PM for irrigation of 160 acres
r - described as the NW 174 of said Section 34 with an annual appropriation of
200 acre-ft and a maximum pumping rate of 1151)gpm and aprioritydate of
hate 8,19.46. This permit is aLso authorized to be commingled with Permit
t . No. 14860-EP for the litigation of the same 160 acres.
` , Final Permit No. 14860-F7' was issued by the Commission on May 72,
1987, for a well to he located in the NW1/4 of the NWl/4 of Section 34,
Township 1 North,Range 63 West of the 6th PM for irrigation of 160 acres
. described as.the.NW 1/4 of said Section 34 with an.annual appropriation of
200 acre-ft and a maximum pumping rate of 950 gpm and a priority date-of
I May 20,1954, This permit is also authorized to be commingled with Pennit
ti NO.31643-FP for the irrigation of the same 160 acres.
W. PARCEL M_
Final Permit No, 316411-FP was issued by the Commission on May 22,
I . 1987, for a well to be located in the SWl/4 of the NE1/4 of Section 34,
Township 1 North,Range 63 West of the 6th PM for irrigation of 157 acres
t .
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CASE NO. 98CV1727
JUDGMENT AND DECREE.
Page 14
described-as the NE1/4 of said Section 34 with an annual appropriation of
400 acre—ft and a maximum pumping rate of 900 gpm and a priority date of
December 10, 1968.
N, I'ARCEL N-1. •
A. Final Permit No.14861-FP was issued by the Commission on Febnu ty 23.
1993, for a well to be located in the SW1/4 of the SW 114 of Section 2,
Township I South,Range 63 West of the 6th PM tar irrigation o1260 acres
described as parts of the SW 1/4 of Section 2,and the NE1/4 and El/2 of the
NW I/4 of Section 10,all in Township l South,Range 63 West of the 6th PM
with an annual appropriation of 325 acre-ft and a maximum pumping rate of
550 gpm and a priority date of May 31,1955. This permit is also authorized
to be commingled with Permit Nos.6419-EP,6420-FP.9175-FP,14856-FP,
14857-FP,14862-FP and!4863-FP for the irrigation of 1254 acres described
as 260 acres in the W1/2 of Section 2, 130 acres in the NE l/4 of Section 3.
• 3114 acres in Section 10 and 480 acres in Section 15,afl in Township 1 South,
Range 63 West of the 6th PM.
B. Final Permit No.14862-FP was issued bythe Commission on December 30,
1992, for a well to be formed in the SW1/4 of the NW1/4 of Section 2,
Township I South,Range 63 Westof the 6th PM for irrigation of 390 acres
described as parts of the WI/2 of Section 2,and the NE1/4 of Section 3,all
in Township I South, Range 63 West of the 61.11 PM with an annual
t • appropriation of 325 acreLft and a maximum pumping tare of 1200 win and
a priority date of April 30, 1955. This permit is also authorized to be
commingled with Permit Nos. 6419-FP, 6420-FP, 9175-FP, I4856-FP,
14857-FP,14861-FPand 1.4863-FP.for the irrigation of 1254 acres described
as 260 acres in the W1/2 of Section 2, 130 acres in the NE F/4 of Section 3,
384 acres in Section 10 and 480 acres in Section I S,all in Township I South,
Range 63 West of the 6th PM.
C. Final Permit No.14863-FT was issued by the Commission on December 30,
1992, for a well to be located in the SW1/4 of the SW 1/4 of Section 2,
Township 1 South,Range 63 West of the 6th PM for inigaiion of I30 acres
described as part of the SWE/4 of Section 2,Township 1. South,Range 63
West of the 6th PM with an annual appropriation of 325 acre-11 and a
maximum pumping rate of 900 gpm and a priority date of April 30, 1954.
This perm it is also authorized tb be commingled with Permit Nos.6419-FP,
6420-FP,91.75-FP, 14856-FP, 14857-FP, 14861-FP and.14862-PP for the
irrigation of 1254 acres described as 260 acres in the Wl/2 of Sectico 2, 130
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CASE NO. 98CV 1727
JUDGMENT AND D1CR 1:14
Page 15
acres in the NE1/4 of Section 3,384 acres in Section 10 and 480 ;Gres in
Section IS,all in Township I South,Range 63 West of the 6th PM.
Y. PAA1RCEL N--2.
A./ Final Permit No.6419-FP was issued by the Commission on February 23,
• �j 1993, for a well to be located in the SWI/4 of the SE1/4 of Section 10,
Township I South,Range 63 West of the 6th PM for irrigation of 900 acres
described as paris of the P1/2 and E1/2 of the W312 of Section lO and Section
i 15,all in Township 1 South, Range 63 West of the 6th PM with an annual
appropriation.of 800 acre-ft and a maximum pumping rate of 1.000 gpm and
t ' a priority date ofNovenher 30,1964.. This permit is also authorized to be
commingled with.Permit Nos. 6420-FP, 9175-PP, 14856-FP, 14857-FP,
t 14861-PP,1 4$62-FP and]4863-PP for the litigation of 1254 acres described
t. . as 260 acres in the WI/2 of Section 2, 130 acres in the NE1/4 of Section 3,
384 acres in Section 1.0 and 480 acres in Section 15,all in Township 1 South,
Range 63 West of the 6th PM.
13. Final Permit No.6420-PP was issued by the Commission on February 23,
al , ) 1993,-for a well-tobe located in the SEI./4 of the S$1/4 of Section 10,
Township I South,Range 63 West of the 6th PM for irrigation of 900 acres
described asparts oftheEl2 and E1/2ofthe W1/2 of Section 10 and Section
, 15,all in Township 1 South,Range 63 West of the 6th PM with an annual
appropriation of 250 aate,ft and a maximum pumping nee of 900 gpm and
a priority date of December 1, 1964. This permit is also authorized to be
commingled with Permit Nos. 6419-FP, 9175-FP, 14856-FP, 14857-P1',
1 14861-EP,14.862-FP and 34863-FP for the irrigation 61'1254 acres described
i as 260 acres in the WI/2 of Section 2,130 acres in the NEI/4 of Section 3,
384 acres in Section 10 and 480 acres in Section 15,all in Township I South,
Range 63 West,of the 6th PM.
. Final Permit No.9175-FP was issued by the Commission on February 23,
t , 1993, for a well to be located in the SW1/4 of the SE1/4 of Section I0,
Township 1 South,Range 63 West of the.6th PM for irrigation of 900 acres
{ ' described as.parts oftbeE12 and E.I2 ofthe W1/2 of Section 10 and Section
15,all in.Township 1 South, Range 63 West of the 6th PM with an annual
appropriation of$00 acre-ft and a maximum putnpingrate of 900 Wm and
a priority date of April 20; 1965. This permit is also anthori2ed to he
commingled with Permit Nos. 6419-FP, 6420-FP, 14856-FP, 14857-FP,
14861-FP,14862-FP and 14863-FP for the irrigation of 1254 acres described
as 260 acres in the WW2 of Section 2,130 acres in the NEI/4 of Section 3,
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CASE ND.98CV 1727
. . JUDGMENT AND DECREE
Page 16
384 acres in Section 10 and 480 acres in Sect ion 15,all in Township 1 South,
Range 63 West of the 6th PM.
D. Final Permit No.14856-FP was issued by the Commission on February23,
1993, for a well to be located in the NW I/4 of the NWI/4 of Section 10,
r Township 1 South,Range 63 West ofthe6th PM for irrigation of 100 acres
•
described as parts of the NW I/4 and the NWt/4 of the SW 1/4/4 of Section 10,
Township 1 South, Range 63 West of the 6th PM with an annual
appropriation of 100 aere-ft and a maximum pumping rate of 550 gpm and
a priority date of May 31, 1951. This permit is also authorized to be
I - commingled with Permit Nos. 6419-FP, 6420-FP, 9175-FP, 14857-F1',
14861-IT,14862-FP and 14863-EP for the irrigation of 1254 acres described
as 260 acres in the W1/2 of Section 2, 130 acres in the NEl/4 of Section 3,
j 384 acres in Section 10 and 480 acres in Section 15,all in Township I South,
Range 63 West of the 6th PM.
E. Final Permit.No.14857-F7'was issued by the Commission on February 23,
1993, for a well to be located in the NE I4 of the NEI/4 of Section 10,
Township I South,Range 63 West of the 6th PM for irrigation of 260 acres
described as parts of the SW J/4 of Section 2 and the NEl/4 and the El/2 of
•t ` the NW 114 of Section 10,all in Township I South,Range 63 West of the 6th
PM with an annual appropriation of 275 acre-ft and a maximum pumping rate
of 480 gpm and a priority date of April 30, 1957. This permit is also
1 . authorized to be conuningledwith Permit Nos.6419-FP,6420-FP,9175-FP,
14856-FP,14861-F1',14862-FP and 14863-FP for the irrigation of 1254acres
`: described as 260 acres in the W1/2 of Section 2, 130 acres in the N131/4 of
Section 3, 384 acres in Section 10 and 480 acres in Section 15, all in
Township I South,Range 63 West of the 6th PM.
lThe location of each parcel and the water rights associated with the parcel ate depicted on the map
attached as Exhibit A.
21. Water Rights Owned by Eagle Peak Farms,Lid The following water rights are owned
I ` or held under option by Eagle Peak Farms, Ltd:
1 •
PARCEL NO. WELLPERMFNOS. •
t
A-1 464 FP and 467FP
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A-2 8533FP,8534FP,and 8535PP
M 3 640F
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JUDGMENT AND 1313CR1?Ts
. Page 17
?2. Water Rights Owned by Prospect Valley Farms.Ltd. The following water rights are
owned or held under option by Prospect Valley Farms,Ltd.:
•
is
PARCEL NO. WELL PERMIT NOS.
• C 31518FP,31519FP,and
1 3.1520FP
1) 12123FP and 12124FP
. F 31526FP and 31527FP
G 31595FP
I . H 1771FP,1772FP, 1773FP,sand
1774FP
,
I-1 31612FP •
1-2 31652FP,31653FP,and 31654
1-3 , 31536FP
• 1-4 1730FP and 1731FP
T '
S 8.873PP,8874FP and 9321FP
L-1 31542FP
L 2 14860F?and 31643FP •
N-.1 , 14861 FP, and •
( _ 14863F'
{ . N-2 6419FF,642.017,
9!7SFP,14856FP and
I4S57FP
{ 23.Contractual'merestofSweerwater.LLC. Sweetwater,LLC,.or its nominee,has entered
into aconiract to purchase all the water rights and reaI.prnperty interests of Eagle Peak and Prospect
1 L Valley.
24.Determination of Historic Withdrawals andslistorjg pletjcn f th 6,outfer.The case
pending in Case No.99CV97 will determine the change of use of the watorrights that are the subject
• of this ear. The following determinations pertain to export of water from the Lost Creek
Designated Ground Water Basin and to limiting the water rights to the historical depletion to the
' aquifer to prevent injury to other vested water rights. Pursuant to Rules and Regulations for the
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CASE NO. 9$CVI727
.IUI)GMENT AND DECREE
Page 18
Mull rigente nt and Control of/)esignaled Ground.Wryer,2 C:CR 410-1.(hereinafter referred to as the
"Designated Basin Rules")Designated Basin Rule 7.7.1.,the change in type of use shall not result
in an increase in the historic depletion of the aquifer. The phrase "the historic depletion of the
aquifer"is defined as the amount of historic withdrawal from the aquifer minus the portion of the
withdrawal which percolates back to the aquifer. See,Designated Basin Rule 4.2.17. "Historic
withdrawal"is defined as"the average annual volumetric amount of ground water withdrawn by a
. well including any replacementwell(s)during the life of the permit." Designated Basin Rule 4.2.17.
The historic withdrawal is determined in accordance with the provisions of Designated Basin Rule
- 7.5.2. The Applicants have provided "the ten or more most recent consecutive years of record"
required for the average annual historical withdrawal computation(Designated I3asin Rule 7.10).
For most of the wells involved,those records started in the year 1985 and ended in the year 1994,
with the exception of the wells with Per tNos.6419-FP,9175-FP,6420-1=P,14857-FP,and 14856-
FP,for which the.Applicants provided data starting in 1982 and ending in 1994. The Applicants
have calculated crop consumptive use and the average annual historic withdrawal of well water
associated with the a uthori zed acres.The Applicants have indicated that the average annual historic
withdrawal calculation for certain water rights could not be determined solely from power or(low
l . meter records. In such cscs, Designated Basin Rule 7.10.5 allows the average annual historic
withdrawal to be calculated based on the average annual potential crop consumptive use utilizing
' the Modified Blaney-Criddle method. To prevent material injury to the vested rights of other
appropriators,the proposed use of ground water for the changed purposes must be restricted to the
average annual historical depletions caused by the use of each well. The historic depletions
represents the.avcrage of either the adjusted annual amount withdrawn determined by power and
meter records or the theoretical amount that would be pumped to meet the maximum annual
potential crop consuunptive use(Whichever is less)and an adjustment for return flows to the aquifer
(30 percent for flood irrigation and 20 percent for sprinkler irrigation). The proposed use of water
for the changed purposes will not result in incteased depletion of the aquifer if pumping is limited
• in this manner. This inforrruation and associated exclusions as a result of federal set aside and
conservation programs resulted in the following determination of average annual historical
1 depletions:
Parcel No. Welt Perm itted Average Annual
Permit Appropriation Historical Depletions
Nos. (acr-feet) (acre-feet)
A-} 4G4_}p 2�0 51.9
467-FP 180 63.4
A_2 8533—FP 280
84.0
1. . a •
8534-TP 200 81.5
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CASE NO.98CV1727
JUDGMENT ANI)DECREE
Page II)
• Parcel No. Well Perniiltccl Average Annual
Permit Appropriation l iistorical Depletions
Nos. (acre-feet) (acre-feet)
b
' . w8535-FP 320 _ 96.9.
C 31518-FP 640 124.3
1 •
31;19-FP 400 117.5
i • 31520-FP 560 173.]
D 12123-f P 415 _ 163.1
i 12124-FP 385 106.4
F . 31.526-FP 350 144.4•
i 31527-FP 350 139.1
•( ' (3 31595-FP 400 163.5
Aoki . i .11 1771-FP - _200 83.2
Mr• 1772-FP 200 125.3
1773-1=P 200 79.9
r 1774-FP 200 27.8
i 1-1 31612-FP 200 65.4
1-2 31652-F1' 267 139.6 wr
l - _31653-FP 266 9Sp
r 31654-FP 267 116.8_
i , 1-3 31536-FP 200 84.6
1-4 1730-FP 200 92.0
1 . .. ; 1731-FP 200 82.2.
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J 8873-FP 250 58.3
i ` 8874-FP 300 79.1 , - t
9321-FP P 250 61.7
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CASE NO. 98CV 1727
JUDGMENT AND DECREE
Page 20
Parcel No. Well Permitted Average Annual
Permit Appropriation Historical Depletions
Nos. (acro-feet) (acre-feet)
{=1 31542-FI' 558
193,3
L-2 14860-FP 200 74.3
( .
31643-FP 200 111.3
t . M 31640-FP 400 297.2
I - N-I 14861-FP _, 325 . - _. 46.8
14862-FP 325 194.3
34863-FP w 325- ... �.. 136,0
.- N-2 6419-FP - 800 _ .347.2
642E-FP 250 160.4
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S1 , 9175-FP 800 301.4
. 14856-FP 100 0
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t.. 14857-FP 275 0
I TOTAL 12,458 • 4,5652
I The spreadsheets attached hereto as Exhibit B represent acceptable procedures and methodology
provided for by the Ground Water Adanagemetrt Act, 37-90-101,.et s4, C.A.S., Rules and
( ' Regulationsvfor the Management and Control of Designated Ground Water,2 CCR 4101, and
[ • COrnmisSion policy toprevent material injury lathe vestedwaterrights ofotherappropdatoia in the
Lost Creek Designated Ground Water Basin.
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I . 25. Chance of Use of Water Rights. The case pending in Case No.99CV97 will determine
the change of use of dm water rights that are the subject of this case. The water associated with the
water rights will be used for the folloixring beneficial uses: domestic, litigation, commercial,
I , municipal, industrial, commercial, stack watering, reelection, fish and .wildlife purposes,
augmentation,residential,and fire protection. The water will be used for immediate application to
( beneficial use, for storage and subsesuent application to beneficial use, for substitution and
Eexchange for replacement of depletions, for recharge of the aquifer, and for augmentation or
, replacement purposes. The water will be fully consumed during the first use of the water,or if not
fully consumed during the first use will be recaptured and mused,successively used,or disposed of
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JUDGMENT AND DECREE
,
Page 21
until the water is fully consumed. The effluent discharged or released and other return flows
resulting 6•ont the initial use of the water shall carry with it the same rights of use,reuse,successive
use,awl disposition,so long as dominion is inainlained over the water. The water may be changed
in place ofuse pursuant determination by the Adams County District Court in Case No.99CV97 so
as to permit the exportation from and use of such water rights outside of the Lost Creek Designated
' •Basin, as well as within such basin. (Al! of the beneficial uses described in this paragraph are
hereinafler referred to as the"Changed Uses."). The Applicantltas•entered into an agreement to sell
the water rights that are the subject of'the application pending in this case to Sweetwater,LLC,or
( its nominee,and that Sweetwater,LLC,or its nominee,and its successors in interest intend to use
the water associated with the water rights for the Changed Uses. The Changed Uses of the water-
' rights as proposed in the amended application arc not speculative and Sweetwater LLC, or its
nominee's,planned use of the water is feasible.
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. 26. Terms and Conditions for Exnort of the Water Associatef3 with the Water Rights.
material injury or material effect to other vested water rights will oecur from the egpomof thhe watery
1 r • associated with the Water Rights, if the Water Rights are limited to the following terms and
conditions:
f ' B. The change of use of the Water Rights shall be limited to the Changed Uses.
is )
0. B. The water withdrawn from the wells shall be withdrawn through the existing
strttettues or through replacement wells.
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1 C. The Original Permitted Appropriation,Allowable Annual Withdrawal(Allowable
Appropriation in the following table), and Maximum Banking Reserve for the
Changed Uses'shall not exceed the following amounts:
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Parcel
No. Well Permit Original Permitted
Appropriation Allovt�able Maximum
Nos- Appropriation
Banking Reserve
acre-feet (acre-feel acre-feet
A-1 t 464-HP 220 _c . . S l 544.3
•
I 467 FP 180 63.4 34.9.8
i • --F-- A-2 8533-FP
- 2.,S0 84.0 558.0
t I . 8534-FP 200 8I 5
355.5
II ' --.-- 8535-FP 320 90.9
.. 669.3
C 3 t S l 8-FP 640. 124.3. 1 547.1 {
315.19-FP 400 1 - --- 117.5 847.5
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CASE NO. 98CV1727
JUDGMENT AND DECREE
Page.22
Y' Ori nal Permit ed
Pmcel Well Permit Appropriation Allowable Maximum
No. Nos. Appropriation Banking Reserve
(acre-feet) (acre-feet) (acre-feet) _
31520-FP 560 173.1 1,160.7
. r---
D 12123-FP 415 163.1 .755,7
- f 12124-PP 385 106.4 835.8
,
' F 31526-FP 350 _ 144.4 . 616.8
y 31527-F1' 350 139.1 632.7
G 31595-FP 400 1635„ 709.5
H 1771-FP 200 832 350.4
1772-1%P 200 125.3 224.1
1773-F1' 200 79,.9 360.3
, ' 1774-FP. 200 27.8 516.6
1-1 31612-PP 200 65.4 403.8 1
1-2 31652-FP 267 139.6 382.2
. ...31653-FP 266 98.0 504.0
r • 31654-FP 267 116.8 450.6
I-3 31536-FP 200 84.6 346.2
1-4 1730-FP _ 200 -. _ 92.0 324.0 1731-FP 200 822 353.4
3 8873-PP 250 58.3 575.7
i r 8874—FP 300 79.1 662.7
9321—PP 250 61,7 564.9
I e L-1 31542—FP 558 193.3 1.094.1
1
i_-2 14860-PP 200 74.3. 377.1
, 31643-FP 200 111.3 266.1
t -- - M . .. ...31640-FP I 409 297.2 308.4
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CASE.NO. 98C'V 1727
.1UDCUMIiNTAND DIX;REE
I'aµe 23
Original Permitted
Parcel Well Permit Allowable -Maxim urn
No. Nos. Appropriation Appropriation Banking Reserve
acre-feet -.. (acre-feat (acre-feet)
. N- 14861-PP 325 46.8 - 834.6
14862-FP 325 194.3 392.1
14863-1T 325 136.0 567.0
N-2 6419-1'P 800 - 3472 1 358.4
6420-PP 250 160.4 268.8
9 75-FP 800 301.4 I. 495.8
14856-FP 100 0 0
14857-FP 275 0 0
1 TOTAL 12458 4565.2 22.553.4
' D. All determinations of an)ounts ofwaterwjthdjawa aball be on the bans of a calendar
year. The water that may be withdrawn from a well, either under the allowable
appropriation or-as part of the baakingreserve,maybe withdrawn at any nine during
the calendar year. The Applicants shall Mthdiwa the average annual withdravnij
through pm-mined withdrawals and banking withdrawals,no more water than would
have been availahleduring the original season of use tuiderpresenl and future aquifer
conditions based upon the original points of withdrawal.
t .
- E. The water withdrawn frotn.each well may continue to be used for irrigation purposes
, in accordance with the well's respective final permit until it is first used for the
' - Change]Uses. The well shalt then be used exclusively for the Changed Uses.
F. The applicants must notify the Conumssion and the Disnict of those wells for which
they intend to change the use by January I of such year the change is intended to
occur- Once the use of a.specific well is changed it shall be limited to the average
r - annual historic withdrawal(allowable appropriation)listed in the aforementioned
r table,as contained iit Condition C. This changeofuae shall not behnplemeuted until
the Applicants have a signed contract with either the Commission,or the Distict,or
• a-person or entity acceptable to the Coumtlssion which provides for reimbursement
• by the Applicants of the costs of administration. Contracts with entities other than
the Commission or District must be Comanission approved. This contract shall
provide for the reading of the water or power meters before the initiation of the
change of use and on a monthly basis thereafter.
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CA SE NO.98CV 1727
JUDGMENT AND DECREE
Page 24
G. Prior to implementation,the Applicants shall acquire water-measuring devices and
• shall install the devices on each well Each device shall be installed in accordance
with the manufacturer's recommendations, Designated Basin Rule 8, the Ground
Water Commission Policy Memorandum 95-3 and the Flow Meter Installation
Guidelines contained on formDBB-003 Administrative Repotting-Meterhtformatiott
The water measuring device shall he considered to be in an accurate operating
condition when.the indicated flow is within plus or minus five percent(5%)of the
flow determined using calibrated test equipment. These measuring devices shall be
inspected annually and promptly repaired or recalibrated as needed whenever ii.comes
to the Applicants'attention that they are not in good working condition or whenever
so notified.by authorized representatives of the Commission. At least one spare
measuring device of eachbrand.size,and type used by the Applicants for this change
of use shall be kept in the Applicants'possession in order to provide an.immediate
- source of replacement parts. All of these obligations shall be- fulfilled at the
Applicants' sole expense. Any repairs or replacement of parts of said measuring
devices shall be Made by the Applicants,and Applicants shall notify the Commission
and provide documentation of any necessary field certifications of the measuring -
• devices to the Commission within fifteen(15)days of such repair or replacement of
parts. All partsreplaced shall be retained by the Applicants for not less than sixty(60) •
• days and,upon-request,shall be given to the Commission or its Representatives who
May inspect the measuring devices after their repair or replacement. Any pump shall
be turned offandtheCommission notified within 24 hours by the Applicants atom ile the
measuring device for that well is not working properly or is being repaired or replaced.
H. In the event that the Commission has a reasonable basis to conclude that there are
• discrepancies in the flow meter readings,the Commission may require the applicants
• to-c ontract,at applicants'cost,with a qualified contractor to test the performance of a
systemwith.aneftciencytestofthewellunderstandardoperatingconditions, At least
three days prior notice of the date of this test must be given so that the Commission
personnel tcightWpresent during the test. Applicants shall prompt lysubtuit the results
of this test to the Commission-
,
I. All meter installation information and readings must be reported on forms DBB-003
I • AdministrativeReparting-Me"terinfortnationandDBB-004.AdmirtisliativeReporting-
MeterReadings,respectively,and on any other Commission approved forms,and such
forms shall contain all of the information required by the forms. All water volumes
mus
t ust be convened to an acre-foot amount. •
•
J.. Diversions under this decree shall be administered according to the three-year
modified banking rule, in:the first year,the Applicants will be allowed to withdraw
up to the"allowable.appropriation"for the wells to lie used for the changed purposes.
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CASE NO.9gCV 1727
7UDttMENT AND DECREE
Page 25
In successive years,the amount which can be withdrawn during the current year will
be the "allowable appropriation" plus the amount of water in the well's banking
reserve, not to exceed the original permitted appropriation for each well. The
maximum amount that can be placed in the well's banking reserve shall not exceed
tlu-ee times the difference between the original permitted appropriation and the
"allowable appropriation" as indicated in the aforementioned table contained in
Condition C. The annual amount of water to be added to the well's banking reserve
each year is the "allowable appropriation' minus the amount of water actually
. withdrawn by the well for that year. Likewise,the well's banking reserve shall be
reduced by an amount equal to the quantity of the well's banking reserve water
pumped by the specific well for that year.The annual banking reserve and pumping
limit must be calculated and reported to the Commission on form DBB-013
Administrative Reporting Three-Year Modified Banking by February 15 each year
for the prior calendar year_ Any situation which results in a break in the record of the
amount pumped wi l l be cause forreinitial ing the three-year modified banking**program
' to the first year with no credit for real or claimed carryover. Replacement or repair of
a water-measuring device shall not be considered a break in the record of the amount
pumped. However,any deficit of over pumping will be carried over to the reinitiation
11 of the three-year modified banking program to prevent injury to other water rights.
I " I< The Applicants are required to observe the water-measuring device and shall be
responsible to turn off.thepump immediately once the allowable annual appmpriation
plus such amount as is authorized by the banking reserve provisions described above
. is reached.
The Applicants shall be required to report to the Coannission and District the final
t . leading of the measuring device and total.amount pumped by February 15 of each year
for the prior calendar year. The Applicants may also be required to report the number
f ' of kilowatt-hours of electricity,thousand cubic feet ofgas.or other fuel used for the
l _ prior cafe tdar year i f there is-a breakc in the records maintained by the flow meters or
if these is evidence of a malfunction or error in the flow meter records.
1 , M. TheApplicants shall allow access to all lands at all reasonable times to representativeS
of the Commission or the District for inspection and other necessity),visits to ensure
Compliance with this decree.
. N. Upon moister of ownership of any of the water rights that are the subject.of this
application,the owner shall filet notice ofchange of ownership with the Commission
and the District.
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CASE ND.98Cv1727
JUDGMENT AND DECREE
Page 26
27. Future Changes of Use of the Wafer Rights. The Applicants shall file an application with
the Commission to make any changes to the subject water rights that are not approved by this Decree
and the Decree entered in Case No.99CV97.
28.No Material Injury So long as the Applicant or their successors in interestoperatepursuant
to the foregoing terms and conditions,the export of water will not cause material igjmy to wauar rights
of other appropriators or cause an unreasonable impairment of water quality.
f ' 29. No Material Effect to Other Water Rights. The Court finds and determines that pursuant
to Section 37-90-130(2)(£),C.R.S.,if the export of water is limited to the amounts described in this
decree and is subject to the foregoing terms and conditions,the use of the water associated with the
t - Water Rights GUI side the boundaries of the District will not materially affect thewater rights acquired
by permit of any owner or operator of land within the District.
11. Conclusions of Law
t _ 30. Incorporation of Findings of Fpnt. To die extent the foregoing Findings of Fact contain
conclusions of law,the Findings of Fact are incorporated by this reference.
31.Gottnpliance With Law The changes of water rights,with export_described in this Decree
complywith the Ground Water Management Act, 37-90-1O1,et seq.,C.R.S., Rules and Regulations
for eke A-fanagement and Control of Designated Ground Water,2 CCR 410-1,and Conmussion policy
to prevent material injury to the vested water rights of other appropriators in the Lost Creek Designated
Ground Water Basin.
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M. Judgment and Decree of the Court
32. Incorporation of Findi nip ofFactand Conclusions of Law.The foregoing Findings of Fact
and Conclusions of Law are incorporated into this Judgment and D,eereeofthe Court by'his reference.
33. No Material lniu y or Material Effect The change of water rights,with export,described
in this Decree is in compliance with Colorado,law and will not result in material injury or material
effect to otter vested water rights.
F 34. Approval of Chance of Water Rights: With Export. The Application,es amended. is
approved,and the amounts of water described herein.may be exported£rent the Lost-Creek Ground
Water Basin and used subject to the terms and conditions of this Decree. The export of water
t associated with the water rights described in this Decree is approved,and the water rights described
-in this deerec shall be operated pursuant to the provisions of the Terms and Conditions for Use of die
Water Rights specified above.
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CASE NO.98CV1727
JUDGMENT AND DECREE
Page 27
• 35. Costs and Fees Each party shall bear their own costs and fees associated with their
appearance in this matter.
36. Filing. AcopyofthisDecreesbellbefiledwiththeComtnissionandwththeDistrictand
this Decree shall govern future use of the water rights described herein.
Dated this di? day of ! `may 2004.
131'n COURT
%%
t . Donald W.N4arsbatt,Jr
District Court Judge
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1.1!: I her,eV, certify that copies
were cn.s-
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ry Ilo1J EIC cp., Tr ptlg(
ef,'
6.146z,":,
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50(24:orr 141014,Rot 9,11 N 093 W
If 6mm Acrnj(r. 100
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•
PLANTED
ACREAGE
FLOOD 1956 1966 1867 198E 1909 1880 1981 1992 1063 1994 AVE
BLUEGRASS 0.0 - 0.(I00 0Ch
00 00 130 00 00 0.0 2.2
(vNlloq 00 00 06 01 00 00 130 60 U 0 2.2
BARLEY
00 00 00 00 00 00 00 00 00 00 00
CORN 00 00 IBA OC DO 00 00 DO 60 0.0 00
00
SUBTOTAL
OD 1.00 0.0 011 00 03 231 00 DO 0O 32-
SPRINKLER 1936 1896 1987 1894 1089 1890 9011 1092 10111 1094 AVE
B1130GRASS 145 845 140 140 00 16.0 00 00 00 OD 504
EARLEY 0.0 0.0 00 0n 00 6550 ES4 EGO 00 67.D 245
CORM 00 0.0 00 e0 110(0 PO DIG 030 1343 002 430
PINm'O REARS 0.0 0.0 0n n0 00 699 0.0 00 0 0 65
SUBTOTAL 1450 1410 1456 450 000 1440 7311 125.0 133.9 1333 (34,0
r ' ro'roLl 147.0 140.0 140.0 1490 000 440 145.3 1140 134.3 13).23 130.1
60NSUMPI1VE USE FEET PER ACRE
(3.000 -
BLUEGRASS 2.36 230 2.34 218 239 235 23C 238 138 236 2.4
VO4FAT(444444 122 1-22 122 6222 121 122 127 123 12( in 12
.BARLEY 129 139 199 435 113 f_U' 139 023 1.34 14
. CORN 847 14} 1.42 0 ,43 432 III 142 142 142 1.4
-
; _
CON.SuMPTIVE USE FEET F EET PER SSE .
8FRINKL[R _ _
BLUEGRASS 2.92 252 2.02 252 552 252 25'2 252 252 2552 25
1 BARLEY 193 1.50 9.50 3'A 1:A 150 Ian 150 160 1441.9
Ill CORN 150 1505 15119 1.50 8:50 I 3 110 ISO 190 I.SO 0.
PO4ROB7A215 1,32 1.32 732 102 192 L4 133 132 1.02 032 I
CONSUMPTIVE ESE ACRE FEET PER YEAR 5
. _ FLOOD
llLIIEGRA33 0.0 0.0 0.0 0D 00 00 238 0.0 0.0 90 24
WHEAT('MOlal 00 00 00 00 60 00 40 98 0.0 90 2.7
BARLEY 0.0 00 00 00 00 50 04 0.0 00 0.0 .0.0
Ilk fUBT ORN
0.0 00 O0 00 00 00 00 00 00 - OJ Bb
SUBTOTAL 00 00 0.0 0.0 00 00 403 9.0 0.0 OS 5.1
• _ .
SPRINKLER
•
BLUEGRASS 3625 3554 3354 365.4 00 35.3 00 0.0 00 O.G 1487:
j BARLEY 0.0 OD OO 0.0 00 526 00.6 44.6' DO 109.5 30,3
BORN VA 0.0 00 OD 165.0 OD 51.5 94.6 202.5 99.3 68.31
PINTOBSPN5 50 0.0 0.0 OL 00 35.8 00 00 0.0 0.0 'S0
SUBTOTAL 3564 ]1154 3654 3654 165.0 2106 1621 8090 20:5 1980 261E
GRAMS TOTAL 3O7- 3954 305 4 36:-4 1650 ROE 2229 1939 2017, 591 g0 2[g
HELL NO.31505FP 1 PERUITi
?ve44-049 00111 185091 159203 136700 12931u 00100 05503 41020 53910 73400 2N✓'10791 4740u4T
1400 96 525 528 530 5:0 528I 120 412 390 ;19 9 0 0
6'002P edlecM) 361 BD 259 245 831 1951 159 130 184 182 258 400
•
'TOTAL PUMPED 351 502 259 245 131 101 ISO 139 104 002
'BREW CU SLOD01 0 0 0 0 0 0 4? 107IXr
12S0P CU 6PRINK 0 0 9
1 '1 365 355 103 205 065 319 802 (09 01 215 287 CROP'1014CSF.( 36: 370 10 0. 0 170 319 170 201 743 255
ailmeIO)4 OW,(FLI3000 OA 0.70 0.00 0.70 070 020 070 070 070gee c. OS[
APPLIED note
O3QD(6PR)NK.) 000 B[0 000 0'00 0.09 090 009 080 O,90 O 0.97
.APPLIED 4914*9I) 0 0 p D 0 0 30 0 0 0 0
APPUEO LK.I 350 302 259 245 138 105 130 050 404 l82/ 130 APPLIED TOTAL 350 302 259 435 131 Si 22 734 184 1
aIi
VRPLEfION(FLR0D1 0 0 0 p 0 0 04 99 c c( BETLERONSIS NKI 200 248 207 195 105 84 124 09 147 046 161
I 163
BMus
200 248 00 12 1CO 84 124 103 .47 tai 7'0,129 03O 100 '.61 Oil 1.00 1[4 1CD 104 124 600 1.47 146 'OD EMAI96PO U6PL(ell lava)' 200 2.1: 207 190 It 04 121 . 403 191 143. 103 LT+kALLOWkn DEPT. 2091 x; 207 195 ItY.. 84 -124 3.W .. .342 103 119
FT91Ek'000300,'1-6&418 PEs RoySocy
G
1 ,
1
J:= Exhibit C
° 'Ng, AnalytiEal Laboratories, Inc. Analytical Results
TASK NO:06030117
Report To:Tom Hatton Bill To:Tom Hatton
Company:JR Engineering Company:JR Engineering
6020 Greenwood Plaza Blvd 6020 Greenwood Plaza Blvd
Greenwood Village CO 80111 Greenwood Village CO 80111
Task No.: 06030117 Date Received: 3/1/06
Client PO: Date Reported: 3/8/06
Client Project: Pioneer Communications Matrix: Water- Drinking
Customer Sample ID 2281
Sample Date/Hme: 3/1/06 9:30 AM
Lab Number: 06030117-01
Teat 'I '-Rest* _: I ' Menial I 'Detection Limit I -Date Analyzed 1
Calcium-Total 214.3 mg/L SM 3111 0.1 313/06
Calcium Hardness 535.1 mg/L as CaCO3 SM 3111 0.1 313106
• Fluoride 0.68 mg/L SM 4500-F-C 0.09 3/8106
Iron-Total 0.063 mg/L SM 3111 0.005 3/3/06
Magnesium-Total 68.8 mg/L SM 3111 0.1 3/3/06
Nitrate Nitrogen 3.29 mg/L EPA 300.0 0.02 3/3/06
Nitrite Nitrogen <0.01 mg/L EPA 300.0 0.01 3/3/06
pH 7.20 units SM 4500-H-B 0.2 3/1/06
Selenium-Total <0.002 mg/L SM 3113 0.002 3/8/06
Sodium-Total 329-5 mg/L SM 3111 0.1 3/3/06
Sodium Adsorpbon Ratio 5.0 units SM 3111 0.1 3/3/06
Sulfate 1543.7 mg/L EPA 300.0 0.1 3/3/06
Total Dissolved Solids 3059 mg/L SM 2540-C 5 3/6/06
Abbreviations/References:
Per Litermgte Anal Milligrams ale Test or PPM �Cf7/J�- ��'�
uglL=Micrograms Per Liter or PP8
mpnlf00 mis=Most roberle Number Index!100 mis
Date Analyzed=Date Test Completed
SM="Standard Methods for the Examination of Water and Wastewater";APHA;1916 Edition;1995
EPA=-Methods of Chemical Analysts of Water and Wastes";USEPA;EPA-60014-79-020 Rev 3183 DATA APPROVED FOR RELEASE BY
Page 1 of 7
• 240 South Main Street /Brighton, CO 80601-0507 / 303-659-2313
Mailing Address: P.O.Box 507 / Brighton,CO 80601-0507 / Fax: 303-659-2315
r1
• 18\„,
8\ Colorado Analytical
~Laboratories, Inc. Analytical Results
TASK NO:06030117
Report To:Tom Hatton Bill To:Tom Hatton
Company:JR Engineering Company:JR Engineering
6020 Greenwood Plaza Blvd 6020 Greenwood Plaza Blvd
Greenwood Village CO 80111 Greenwood Village CO 80111
•
Task No.: 06030117 Date Received: 3/1/06
Client PO: Date Reported: 3/8/06
Client Project: Pioneer Communications Matrix: Water-Drinking
Customer Sample ID 2380
Sample Date/Time: 3/1/06 9:45 AM
Lab Number. 06030117-02
Test " I r Result I rMethod J 'Detection Limit I :Date Analyzed-!
Calcium-Total 359.2 mgIL SM 3111 0.1 3/3/06
Calcium Hardness 896.8 mg/L as CaCO3 SM 3111 0.1 3/3/06
• Fluoride 0.59 mgIL SM 4500-F-C 0.09 3/8/06
Iron-Total 0.190 mgIL SM 3111 0.005 3/3/06
Magnesium-Total 85.7 mgIL SM 3111 0.1 3/3/06
Nitrate Nitrogen 3.38 mg/L EPA 300.0 0.02 3/3/06
Nitrite Nitrogen c 0.01 mg/L EPA 300.0 0.01 3/3/06
pH 7.19 units SM 4500-11$ 0.2 3/1/06
Selenium-Total 0.004 mg/L SM 3113 0.002 3/8/06
Sodium-Total 489.3 mg/L SM 3111 0.1 3/3/06
Sodium Adsorption Ratio 6.0 units SM 3111 0.1 3/3/06
Sulfate 1787.3 mg/L EPA 300.0 0.1 3/3/06
Total Dissolved Solids 4148 mgIL SM 2540-C 5 3/6/06
Abbreviations!References:
malt.=Milligrams Most Liter PPM
uglL=Micrograms Per Liter or PPB gict________,
mpnl 100 mfs= Probable Number Index)100 mis
Date Analyzed=Date Test Completed SM=
"Standard Methods for the Examination of Water and Wastewater`,APHA;19th Edition;1995
EPA="Methods of Chemical Analysis of Wafer and Wastes";USEPA;EPA-60014-79-020 Rev 3183 DATA APPROVED FOR RELEASE BY
Page 2 of 7
•
240 South Main Street /Brighton,CO 80601-0507 / 303-659-2313
Mailing Address: P.O. Box 507 / Brighton,CO 80601-0507 / Fax: 303-659-2315
F0 '
'o Colorado Analytical
'Laboratories, Inc. Analytical Results
TASK NO:06030117
Report To:Tom Hatton Bill To:Tom Hatton
Company:JR Engineering Company:JR Engineering
6020 Greenwood Plaza Blvd 6020 Greenwood Plaza Blvd
Greenwood Village CO 80111 Greenwood Village CO 80111
Task No.: 06030117 Date Received: 3/1/06
Client PO: Date Reported: 3/8/06
Client Project: Pioneer Communications Matrix: Water-Drinking
Customer Sample ID 4901
Sample Date/Time: 3/1/06 10:34 AM
Lab Number 06030117-03
Test - I .Result -`"1 . ' 4ethad, . ':'`1 ^DetectlorrOniit j .`Date Analyzed j
Calcium-Total 235.2 mg/1 SM 3111 0.1 3/3106
Calcium Hardness 587.3 mg/L as CaCO3 SM 3111 0.1 3/3/06
• Fluoride 0.44 mall_ SM 4500-F-C 0.09 3/8/06
Iron-Total 0.187 mglI SM 3111 0005 3/3/06
Magnesium-Total 48.9 mg/L SM 3111 0.1 3/3/06
Nitrate Nitrogen 10.89 mg/l. EPA 300.0 0.02 3/3/06
Nitrite Nitrogen c 0.01 mg!L EPA 300.0 0.01 3/3/06
pH 7.24 units SM 4500-H-B 0.2 3/1/06
Selenium-Total 0.008 mg/I SM 3113 0.002 3/8/06
Sodium-Total 208.1 mg/L SM 3111 0.1 3/3/06
Sodium Adsorption Ratio 3.2 units SM 3111 0.1 3/3/06
Sulfate 529.8 mg/L - EPA 300.0 0.1 3/3/06
Total Dissolved Solids 1865 mg/L SM 2540-C 5 3/6/06
Abbreviations)References:
mg/L=Milligrams Per liter or PPM
ugiL=Micrograms Per Liter orPPBeli -
mpn1100 mis=Most Probable Number Index/100 rots
Date Analyzed=Date Test Completed --—'
SM="Standard Methods for the Examination of Water and Wastewater;;APHA;19th Edition,1995
EPA="Methods of Chemical Analysis of Water and Wastes";USEPA;EPA-600/4-79-020 Rev 3/83 DATA APPROVED FOR RELEASE BY
Page 3 of 7
• 240 South Main Street /Brighton, CO 80601-0507 / 303-659-2313
Mailing Address: P.O.Box 507 / Brighton,CO 80601-0507 / Fax: 303-659-2315
• /`D�Colorado Analytical
Laboratories, Inn Analytical Results
TASK NO:06030117
Report To:Tom Hatton Bill To:Tom Hatton
Company:JR Engineering Company:JR Engineering
6020 Greenwood Plaza Blvd 6020 Greenwood Plaza Blvd
Greenwood Village CO 80111 Greenwood Village CO 80111
Task No.: 06030117 Date Received: 3/1/06
Client PO: Date Reported: 3/8/06
Client Project: Pioneer Communications Matrix: Water-Drinking
Customer Sample ID 11038
Sample Date/Time: 3/1/06 10:45 AM
Lab Number: 06030117-04 •
(Test _. 'Result ':'Methnd�- _ Detection Limit _Date Analyzed
Calcium-Total 244.3 mg/L SM 3111 0.1 3/3/06
Calcium Hardness 610.1 mg/L as CaCO3 SM 3111 0.1 3/3/06
• Fluoride 0.98 mg/L SM 4500-F-C 0.09 3/8/06
Iron-Total 0.549 mg/L SM 3111 0.005 3/3/06
Magnesium-Total 54.9 mg/L SM 3111 0.1 3/3/06
Nitrate Nitrogen 11.24 mg/L EPA 300.0 0_02 3/3/06
Nitrite Nitrogen <0.01 mg/L EPA 300.0 Da1 3/3/06
pH 7.39 units SM 4500-H-B 02 3/1/06
Selenium-Total 0.009 mg/L SM 3113 0.002 3/8/06
Sodium-Total 189.0 mg/L SM 3111 0.1 3/3/06
Sodium Adsorption Ratio 2.8 units SM 3111 0.1 3/3/06
Sulfate 533.9 mg/L EPA 300a 0.1 313/06
Total Dissolved Solids 1803 mg/L SM 2540-C 5 3/6/06
Abbreviations!References:
mg/L=Milligrams Per Lifer or PPM
uglL=Micrograms Per Lifer or PPB
mpn/100 mis=Most ProbableNumber Index(100 mis
Date Analyzed=Data Test Test Completed
SM="Standard Methods Tor the Examination of Wafer and Weslewater';APHA;19th Edition;1995
EPA=Methods of Chemical Analysis of Water and Wastes";USEPA;EPA-600/4-79-020 Rev 3183 DATA APPROVED FOR RELEASE BY
Page 4 of7
• 240 South Main Street /Brighton,CO 80601-0507 / 303-659-2313
Mailing Address: P.O. Box 507 / Brighton,CO 80601-0507 / Fax: 303-659-2315
Vd1
• [oiora lb AnalytiEai
``Laboratories, Inc. Analytical Results
TASK NO:06030117
Report To:Tom Hatton Bill To:Tom Hatton
Company:JR Engineering Company: JR Engineering
6020 Greenwood Plaza Blvd 6020 Greenwood Plaza Blvd
Greenwood Village CO 80111 Greenwood Village CO 80111
Task No.: 06030117 Date Received: 3/1/06
Client PO: Date Reported: 3/8/06
Client Project: Pioneer Communications Matrix: Water-Drinking
Customer Sample ID 1305
Sample Date/TIme: 3/1/06 11:00 AM
Lab Number: 06030117-05
[Test Result '1 - .Method �� Defection Umlt I ;0a[e AlralyzeA-"I
Calcium-Total 336.3 mg/L SM 3111 0.1 3/3/06
Calcium Hardness 839.8 mg/L as CaCO3 SM 3111 0.1 3/3/06
• Fluoride 0.47 mg/L SM 4500-F-C 0.09 3/8/D6
Iron-Total 0.107 mg/L SM 3111 0.005 3/3/06
Magnesium-Total 56.6 mg/L SM 3111 0.1 3/3/06
Nitrate Nitrogen 16.76 mg/L EPA 30O0 0.02 3/3/06
Nitrite Nitrogen c 0.01 mg/L EPA 300.0 0-01 3/3/06
pH 7.34 units SM 4500-H-B 0.2 3/1/06
Selenium-Total 0.009 mg/L SM 3113 0.002 3/8/06
Sodium-Total 141.8 mg/L SM 3111 0.1 3/3/06
Sodium Adsorption Ratio 1.9 units SM 3111 0.1 3/3/06
Sulfate 537.0 mg1L EPA 300.0 0.1 3/3/06
Total Dissolved Solids 1910 mg/L SM 2540-C 5 3/6/06
Abbreviations!References:
mglL=Milligrams Per Oar or PPM
ugll.=Micrograms Portiere,PPB r !f(
mpn1100 ails=Most Probable Number Index(100 rots
Date Analyzed=Data Test Completed
SM='Standard Methods for Me Examination or Water and Wastewater;APHA:19th Edition:1995
EPA="Methods of Chemical Analysis of Water and Wastes":USEPA;EPA-60014-79-020 Rev 3183 DATA APPROVED FOR RELEASE BY
Page 5 of 7
• 240 South Main Street /Brighton, CO 80601-0507 / 303-659-23I3
Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 / Fax: 303-659-2315
•
°
Colorado Analytical
Ldborat nries. Inc. • Analytical Results
TASK NO:06030117
Report To:Tom Hatton Bill To:Tom Hatton
Company:JR Engineering Company:JR Engineering
6020 Greenwood Plaza Blvd 6020 Greenwood Plaza Blvd
Greenwood Village CO 80111 Greenwood Village CO 80111
Task No.: 06030117 Date Received: 3/1/06
Client PO: Date Reported: 3/8/06
Client Project: Pioneer Communications Matrix: Water-Drinking
Customer Sample ID 10671
Sample Date/ lime: 3/1/06 11:15 AM
Lab Number: 06030117-06
Test I ?:Result i' .Method tl Detection limit, , Date Analyzed
Calcium-Total 335.5 mg/L SM 3111 0.1 3/3/06
Calcium Hardness 837.6 mgfL as CaCO3 SM 3111 0.1 3/3/06
• Fluoride 0.35 mgfL SM 4500-F-C 0.09 3/8/06
Iron-Total 0.261 mg/L SM 3111 0.005 3/3/06
Magnesium-Total 53.3 mg/L SM 3111 0.1 3/3/06
Nitrate Nitrogen 13.61 mg/L EPA 300.0 0.02 3/3/06
Nitrite Nitrogen <D.01 mg/L EPA 300.0 0.01 3/3/06
PH 7.25 units SM 4500-H-B 0.2 3/1/06
Selenium-Total 0.011 mg!L SM 3113 0.002 3/8/06
Sodium-Total 156.1 mgfL SM 3111 0.1 3/3/06
Sodium Adsorption Ratio 2.1 units SM 3111 0.1 313/06
Sulfate 433.9 mgfL EPA 300.0 0.1 3/3/06
Total Dissolved Solids 1945 mgfL SM 2540-C 5 3/6/06
Abbreviations!References:
mgfL=MNigrems Per Idler or PPM
ug1L=Micrograms Per Liter or PPB
clivimoat 100 Analyzs ed
Date Test e Number Index/100 rats
Date Analyzed=Date dsforCompleted Exa icecii --
SM="Standard Methods for the Analysts
of
of Water and Wastewater";APHA;19th Edition;1995 Vf.+�""
EPA "Methods of Chemical Analysts o/Water and Wastes",USEPA;EPA-60014-79-020 Rev 3183 DATA APPROVED FOR RELEASE BY
Page 6 of 7
• 240 South Main Street /Brighton, CO 80601-0507 / 303-659-2313
Mailing Address: P.O.Box 507 / Brighton,CO 80601-0507 / Fax: 303-659-2315
r.
• Colorado Analytical
Laboratories, Inc. Analytical Results
TASK NO:06030117
Report To:Tom Halton Bill To:Tom Hatton
Company:JR Engineering Company:JR Engineering
6020 Greenwood Plaza Blvd 6020 Greenwood Plaza Blvd
Greenwood Village CO 80111 Greenwood Village CO 80111
Task No.: 06030117 Date Received: 3/1/06
Client PO: Date Reported: 3/8/06
Client Project: Pioneer Communications Matrix: Water-Drinking
Customer Sample ID 2044&6391
Sample Date/Time: 3/1/06 11:44 AM
Lab Number. 06030117-07
(Test :;Result - j '5 Method •Detection Limit D_ate Analyzed"
Calcium-Total 283.2 mg/L SM 3111 OA 3/3/06
Calcium Hardness 707.2 mg/L as CaCO3 SM 3111 0.1 3/3/06
Fluoride 0.65 mg/L SM 4500-F-C 0.09 3/8/06
fie Iron-Total 1.006 mg/L SM 3111 0.005 313/06
Magnesium-Total 69.4 mg/L SM3111 0.1 3/3/06
Nitrate Nitrogen 2.82 mg/L EPA 300.0 0.02 3/3/06
Nitrite Nitrogen <0.01 mg/L EPA 300.0 0.01 3/3/06
pH 7.40 units SM 4500-H-B 02 3/1106
Selenium-Total <0.002 mg1L SM 3113 0-002 3/8/06
Sodium-Total 2582 ma SM 3111 0.1 3/3/06
Sodium Adsorption Ratio 3.6 units SM 3111 0.1 3/3/06
Sulfate 610.7 mg/L EPA 300.0 0.1 3/3/06
Total Dissolved Solids 2112 mg/L SM 2540-C 5 3/6/06
Abbreviations!References:
mg/L=Milligrams Per tiler or PPM
ugll =Micrograms Per tile,or PPSmuni1
DateA 0lyz =Most e Test e Number lrMexl 100 ails dribte_
Date Analyzed=Date Tesf Completed 11-1-z--1--- "
SM "Standard Methods forth°Examination of Water and Wastewater;APHA;191/,Edition;1995
EPA="Methods of Chemical Analysis of Water and Wastes;USEPA:EPA-60014-79-020 Rev 3193 - - - -
DATA APPROVED FOR RELEASE BY
Page 7 of 7
• 240 South Main Street /Brighton, CO 80601-0507 / 303-659-2313
Mailing Address: P.O. Box 507 / Brighton, CO 80601-0507 / Fax: 303-659-2315
"PLANw"X 6 Cart
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•
a , COMMUNITIES , INC .
April 26, 2007
Jack Reutzel
Reutzel &Associates
9145 E. Kenyon Ave, Suite 300
Denver CO 80237
Re: Pioneer Communities Klug Ditch Status
Dear Mr. Reutzel: •
The Pioneer Communities development area is impacted by the adjacent Bee
Bee Seep (Section 14) as well as the crossing by the Neres Canal (Section 2) •
and the Klug Ditch (Section 32).
• While the Bee Bee Seep and the Neres are a part of the FRICO system and
impact the Pioneer site, the areas impacted are to remain agricultural and are not
a part of this Change of Zone application.
The Klug ditch has been abandoned as evidenced by the attached documents
from the State Engineers Office. In addition, the reservoir that served the ditch
was breeched many years ago by the State Engineer's Office.
Pioneer has accommodated all active ditches and canals through its planning
efforts. Pioneer has made a consistent effort to address the ditches and canals
and will continue to address and refine the plan as need when those areas are
platted.
Sincerely, 4
G. PLtion1CP\
cc: Jack Hibbert
File
•
4643 S.Ulster St.,Suite 1300•Denver,CO 80237•Tele.(303)843-9742•Fax(303)843-0143
CONCERNING THE ABANDONMENT LIST OF)
WATER RIGHTS IN WATER DIVISION I ) ABANDONMENT LIST
•
Notice is hereby given that pursuant to Section 37-92-401, C.R.S. (1973 & 1989 Supp.)the Division Engineer for
Water Division No. I, in consultation with the State Engineer, has developed an abandonment list which contains
those water rights that the Division Engineer has determined to have been abandoned in whole or in part. The
abandonment list, when concluded by judgment and decree, shall be conclusive as to the water rights determined to
have been abandoned.
The abandonment list is printed below and also may be inspected after July 1, 2000, in the offices of the State
Engineer, the Division Engineer, each Water Commissioner, and the Clerk of the Water Court at any time during
regular office hours. The Division Engineer will furnish or mail a copy of the Water Division abandonment list to
anyone requesting one upon payment of a lee of ten dollars($10).
Any person who wishes to protest the inclusion of any water rights on the abandonment list shall file a written
protest with the Division Engineer in accordance with the procedures of Section 37-92-401 (3), C.R.S.(1989
Supp.). Protests must be filed no later than July 1, 2001. The fee for filing such a protest shall be ten dollars
($10), except that no fee shall be required for any such filing to correct any clerical error.
Richard L. Stenzel, Division Engineer
Hal D. Simpson, State Engineer
•
Division Engineer Abandonment List - July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
IIPCKERMAN WELL 2 GROUNDWATER 0.780 0780 0.000 C 12/31/1972 06/30/1932 3 5481
ADAMS AGGREGATE W 23-6 GROUNDWATER 1.670 1.670 0.000 C 12/31/1972 12/31/1951 2 5178
ADAMS AGGREGATE W 24-1 GROUNDWATER 1.280 1.280 0.000 C 12/31/1972 04/01/1950 2 5179
ADAMS CITY G H W 2-7614 GROUNDWATER 0.094 0.094 0.000 C 12/31/1972 07/31/1957 2 5180
ADAMS CITY G H WELL 1 GROUNDWATER 0.590 0.590 0.000 C 12/31/1972 06/22/1956 2 5181
ADAMS COUNTY WELL 32528E GROUNDWATER 3.800 3.800 0.000 C 12/31/1985 10/17/1974 2 8731
ADAMS DITCH PIPELINE MEADOW SPRINGS CREEK 3.000 3.000 0.000 C 01/15/1914 02/08/1907 1 560
ADLER PL A DRAINAGE 1.710 1.710 0.000 C 02/25/1971 06/01/1936 5 656
ADLER PL B DRAINAGE 1.710 1.710 0.000 C 02/25/1971 06/01/1936 5 657
ADLER TILE DR A DRAINAGE 1.710 1.710 0.000 C 02/25/1971 06/01/1936 5 658
ADLER TILE DR B DRAINAGE 1.710 1.710 0.000 C 02/25/1971 06/01/1936 5 659
AGATE RES EAST BIJOU CREEK 391.290 391.290 0.000 A 06/29/1925 06/01/1907 1 3588
AIGAKI WELL 1-11413 GROUNDWATER 0.390 0.390 0.000 C 12/31/1972 03/31/1970 2 5003
AIGAKI WELL 1-11413 GROUNDWATER 0.860 0.860 0.000 C 12/31/1972 06/01/1943 2 5003
AIGAKIWELL2-11414 GROUNDWATER 1.440 1.440 0.000 C 12/31/1972 06/01/1955 2 5200
ALFRED PETERSON RES SOUTH BOULDER CREEK 3.000 3.000 0.000 A 03/13/1907 04/16/1904 6 4189
ALIUNDE 1 PL LEAVENWORTH CREEK 10.000 10.000 0.000 C 10/09/1914 12/31/1888 7 508
ALIUNDE 2 PL SOUTH CLEAR CREEK 23.000 23.000 0.000 C 10/09/1914 12/31/1888 7 509
ALPHA DITCH WILD CAT CREEK 8.000 8.000 0.000 C 06/29/1925 06/19/1919 1 604
AMERICAN FERTILIZE 48362 GROUNDWATER 0.033 0.033 0.000 C 12/31/1972 08/10/1970 64 5122
ANDERSON DITCH DRY CREEK 1.950 1.950 0.000 C 10/21/1902 12/31/1883 5 662
ANDERSON WELL 1 GROUNDWATER 0.111 0.111 0.000 C 12/31/1972 03/01/1947 2 5239
ANDREW DITCH GOODING HOLLOW 2.000 2.000 0.000 C 12/31/1980 11/01/1980 5 665
ANTERO FEEDER DITCH MID FORK SO PLATTE 300.000 250.000 50.000 C 05/22/1913 10/08/1907 23 964
ARENDS WELL 20145 GROUNDWATER 1_000 1.000 0.000 C 12/31/1972 03/30/1921 2 5286
ASHMORE WELL 11196 GROUNDWATER 0.777 0.777 0.000 C 12/31/1972 12/21/1924 2 5298
BACON DITCH NORTH SIDE BIG HOLLOW 1.750 1.750 0.000 C 06/02/1882 05/20/1881 5 668
BADGER CREEK DITCH 1 BEAVER CREEK 78.700 78.700 0.000 C 01/15/1914 08/30/1889 1 529
BADGER CREEK DITCH 2 BADGER CREEK 500.000 500.000 0_000 C 01/15/1914 08/30/1889 1 542
BAILEY PIPELINE SPRING GULCH 0.100 0.100 0.000 C 02/25/1971 08/14/1922 5 674
ILEY SEEP DITCH A SEEPAGE 3.500 3.500 0.000 C 02/25/1971 12/31/1934 5 675
ILEY SEEP DITCH B SEEPAGE 3.500 3.500 0.000 C 02/25/1971 12/31/1934 5 676
ALLY HACK DITCH ANTELOPE CREEK 36.000 36.000 0.000 C 01/15/1914 11/14/1904 1 681
BAKES KENNEDY W 2-4408 GROUNDWATER 0.890 0.890 0.000 C 12/31/1971 04/30/1944 2 5309
BALDWIN DITCH BEAVER CREEK 1.000 1.000 0.000 C 11/14/1939 12/31/1899 4 635
BALLINGER HOLLOW RES SOUTH BOULDER CREEK 150.000 150.000 0.000 A 06/21/1926 12/31/1900 6 4190
BALTAZAR WELL 12660 GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 03/31/1957 1 5589
BARKER SPRING PIPELINE 1 SPRING 0.180 0.180 0.000 C 12/31/1979 02/28/1979 5 679
BARNES DITCH 4 CACHE LA POUDRE RIV 4.700 4.700 0.000 C 04/22/1922 03/01/1888 3 954
BARNES DITCH NO 3 CACHE LA POUDRE RIV 6.500 6.500 0.000 C 04/22/1922 12/21/1882 3 904
BARNHOUSE DITCH ANTELOPE CREEK 47.850 47.850 0.000 C 01/15/1914 06/09/1908 1 553
BARTHOLOMEW WELL 4-6810 GROUNDWATER 1.450 1.450 0.000 C 12/31/1972 07/31/1940 64 5149
BASE LINER OUTLET DITCH DEER TRAIL CREEK 44.000 44.000 0.000 C 01/15/1914 07/28/1908 1 719
BEATRICE FOODS WELL 3 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/31/1945 2 5334
BEATRICE FOODS WELL 4 GROUNDWATER 0.044 0_044 0.000 C 12/31/1972 12/31/1935 2 5335
BEATRICE FOODS WELL 5 GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1935 2 5336
BEAVER CR SCHOOL LAND D BEAVER CREEK 50.000 50.000 0.000 C 12/17/1900 04/25/1898 1 533
BEAVER FARMERS CANAL 0 BEAVER CREEK 308_000 308.000 0.000 C 12/17/1900 09/09/1889 1 530
BELCHER SPG GULCH D SPRING GULCH 1.000 1.000 0.000 C 07/13/1903 09/01/1873 5 578
BERGEN DITCH TURKEY CREEK 128.000 68.000 60.000 C 09/24/1935 10/24/1885 9 535
BERGEN DITCH WEAVER CR WEAVER CREEK 105.000 65.000 40.000 C 09/24/1935 10/24/1885 9 1003
BERGEN NO 4 RES TURKEY CREEK 61.000 23.790 37.210 A 09/24/1935 03/01/1884 9 4276
BERGEN NO 5 RES TURKEY CREEK 66.000 20.740 45.260 A 09/24/1935 03/01/1884 9 4277
BERGEN NO 6 RES TURKEY CREEK 24.000 8.980 15.020 A 09/24/1935 12/18/1888 9 4278
BERGER WELL 9120-F GROUNDWATER 0.660 0.660 0.000 C 12/31/1971 04/06/1965 2 5358
BERKELEY PORTABLE PUMP SOUTH PLATTE RIVER 1.098 1.098 0.000 C 12/31/1970 01/15/1906 1 9115
BEUCK DITCH EAST BIJOU CREEK 22.000 22.000 0.000 C 11/21/1895 09/15/1889 1 683
BEUCK RES EAST BIJOU CREEK 75.000 75.000 0.000 A 11/21/1895 09/15/1889 1 3584
BIG 5 RES BOXELDER CREEK 385.000 385.000 0.000 A 01/15/1914 09/15/1906 1 3611
BIJOU VALLEY D SYS PL BIJOU CREEK 6.000 6.000 0.000 C 01/15/1914 05/15/1906 1 550
BLIVENS DITCH LYKINS GULCH 2.500 2.500 0.000 C 03/13/1907 06/01/1870 5 685
BORGMAN SEEP D PUMP NO 1 SEEPAGE 2.500 2.500 0.000 C 02/25/1971 04/13/1967 5 689
GMAN SEEP D PUMP NO 2 SEEPAGE 2.500 2.500 0.000 C 02/25/1971 04/13/1967 5 690
LD LARIM CO IRR MFG D LITTLE THOMPSON CR 400.000 200.000 200.000 C 06/29/1916 06/30/1875 4 588
BOULD LARIM CO IRR MFG D LITTLE THOMPSON CR 400.000 200.000 200.000 C 06/29/1916 01/04/1904 4 588
BOULD LARIM CO IRR MFG D LITTLE THOMPSON CR 400.000 200.000 200.000 C 06/29/1916 05/20/1877 4 588
BOULD LARIM CO IRR MFG D LITTLE THOMPSON CR 400.000 200.000 200.000 C 06/29/1916 05/20/1877 4 588
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
likOULD LARIM CO IRR MFG D LITTLE THOMPSON CR 400.000 200.000 200.000 C 12/31/1997 06/09/1987 4 588
BOULD LARIM CO IRR MFG D LITTLE THOMPSON CR 400.000 200.000 200.000 C 06/29/1916 09/16/1890 4 588
BOWLES DITCH DRY CREEK 5.000 5.000 0.000 C 10/09/1895 04/16/1891 7 524
BOXELDER CHANNEL DITCH 2 BOX ELDER CREEK 2.500 2.500 0.000 C 04/22/1922 05/01/1880 3 764
BOXELDER DRAIN TILE SEEPAGE 1.580 1.580 0000 C 09/10/1953 06/20/1902 3 1119
BOXELDER FLD WFR D 2 BOXELDER CREEK 21.000 21.000 0.000 C 01/15/1914 03/07/1895 1 616
BOXELDER RES 1 BOX ELDER CREEK 570.000 570.000 0.000 A 12/09/1904 07/01/1883 3 3717
BOYD MCCLELLEN DITCH 1 LONE TREE CREEK 25.870 25.870 0.000 C 01/15/1914 10/01/1885 1 647
BOYD MCCLELLEN DITCH 2 LONE TREE CREEK 84.000 84.000 0.000 C 01/15/1914 06/05/1885 1 648
BOYD RES 2 LONE TREE CREEK 92.100 92 100 0.000 A 01/15/1914 03/22/1905 1 3641
BRANTNER WELL 12836 GROUNDWATER 1.240 1.240 0.000 C 12/31/1971 07/26/1951 2 5525
BRIGHTON WELL 6318 GROUNDWATER 0.300 0.300 0.000 C 12/31/1975 10/29/1941 2 5558
BROMLEY WELL 1 GROUNDWATER 0.888 0.888 0.000 C 12/31/1972 06/30/1940 2 5014
BROMLEY WELL 2 GROUNDWATER 0.101 0.101 0.000 C 12/31/1972 05/31/1956 2 5015
BROMLEY WELL 3 GROUNDWATER 0.101 0.101 0.000 C 12/31/1972 05/31/1956 2 5570
BROWN WELL 5037-F GROUNDWATER 0.650 0.650 0.000 C 12/31/1972 01/27/1964 1 5862
BRUSH WELL 10970-F GROUNDWATER 0.444 0.444 0.000 C 12/31/1972 06/27/1966 1 5880
BUCKERS DITCH SOUTH PLATTE RIVER 121.870 121.870 0.000 C 04/28/1883 07/08/1879 2 823
BURROUGHS WELL 1-4174-F GROUNDWATER 1990 1.990 0.000 C 12/31/1972 07/31/1918 2 5596
BUSHMAN DITCH BEAVER CREEK 152.000 152.000 0.000 C 11/04/1922 03/21/1898 1 528
C A MELBORN DITCH 1 WEST KIOWA CREEK 1.200 1 200 0.000 C 12/31/1979 07/28/1913 1 728
C WAHL DITCH KIOWA CREEK 180 000 180.000 0.000 C 01/15/1914 10/03/1900 1 592
CABLE WELL 1-RF-172 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 04/16/1946 1 5918
CAIN WELL 1-014505-F GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 07/10/1960 2 5600
CAMERON DITCH GODDING HOLLOW 2.000 2.000 0.000 C 12/31/1980 11/01/1980 5 696
CANON CANAL CO DITCH CACHE LA POUDRE RIV 8.600 1.580 7.020 C 04/11/1882 03/15/1868 3 1188
CANON CANAL CO DITCH CACHE LA POUDRE RIV 48.880 16.370 32.510 C 04/11/1882 03/20/1873 3 1188
CARLSON WELL 1-6624F GROUNDWATER 2.000 2.000 0000 C 12/31/1971 03/31/1965 2 5655
CARLSON-CARLSN SWANSON D DRAINAGE 7.700 7.700 0.000 C 02/25/1971 12/31/1915 5 697
CARNATION WELL 2-3281F GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 07/24/1961 2 5663
ROLINE EPPLE DITCH 1 MULE CREEK 150.000 150.000 0.000 C 01/15/1914 12/17/1907 1 593
RR RES PP LONE TREE CREEK 0_950 0.950 0.000 C 01/15/1914 08/01/1870 1 649
ARTER DITCH BUCKHORN CREEK 5.000 2.000 0.000 C 06/29/1916 11/30/1889 4 576
CARTER DITCH BUCKHORN CREEK 2.000 2.000 0.000 C 06/29/1916 04/01/1869 4 576
CAVEY WELL 11158-F GROUNDWATER 0.890 0.890 0.000 C 12/31/1971 09/08/1966 2 5673
CHAMBERS WELL 1-13158E GROUNDWATER 2.667 2.667 0.000 C 12/31/1972 12/31/1921 2 5695
CHAPMAN MCCASLIN DITCH ST VRAIN CREEK 98.130 88.130 10.000 C 06/02/1882 03/10/1862 5 546
CITY OF BRIGHTON 019809F GROUNDWATER 1.389 1.389 0.000 C 12/31/1975 12/31/1910 2 5720
CITY OF BRIGHTON 019809F GROUNDWATER 0.889 0.889 0.000 C 12/31/1975 12/31/1933 2 5720
CLARK JAMES DITCH WEST BIJOU CREEK 288.000 288.000 0.000 C 01/15/1914 04/01/1907 1 735
CLIMAX SEEPAGE DITCH WASTE 5.000 5 000 0.000 C 02/25/1971 02/28/1941 5 698
COCHRAN WELL 1-26527-R GROUNDWATER 0.900 0.900 0.000 C 12/31/1972 03/01/1917 2 5733
COFFINS MEADOW DITCH ST VRAIN CREEK 4.830 4.830 0.000 C 06/02/1882 05/01/1880 5 940
COLABELLO WELL 1-13713F GROUNDWATER 0.450 0.450 0.000 C 12/31/1975 06/20/1950 1 6026
COLABELLO WELL 2-13714F GROUNDWATER 0.260 0.260 0.000 C 12/31/1975 06/20/1957 1 6027
COLABELLO WELL 3-13715F GROUNDWATER 0.390 0.390 0.000 C 12/31/1975 06/20/1940 1 6028
COLABELLO WELL 4-13694E GROUNDWATER 0.400 0.400 0.000 C 12/31/1975 07/23/1954 1 6029
COLE SEEPAGE DITCH GODDING HOLLOW 12.000 12.000 0.000 C 03/13/1907 12/12/1894 5 942
COLLINS SEEPAGE DITCH RUNOFF 1.440 1 440 0_000 C 02/25/1971 06/01/1955 5 943
COLLINS SPRING RUNOFF 1.440 1 440 0.000 C 02/25/1971 06/01/1955 5 713
COLO HWY WELL 3 GROUNDWATER 0.360 0.360 0.000 C 12/31/1972 04/06/1960 2 8172
COLO INVEST FUND WELL 1 GROUNDWATER 0.038 0.038 0.000 C 12/31/1972 11/30/1910 3 5188
COLO INVEST FUND WELL 2 GROUNDWATER 0.027 0.027 0.000 C 12/31/1972 11/30/1910 3 5187
COMANCHE DITCH COMANCHE CREEK 4.000 4.000 0.000 C 11/21/1895 12/02/1889 1 862
CONSOL ROCK WELL 2-12536 GROUNDWATER 0.667 0.667 0.000 C 12/31/1972 05/01/1946 2 5763
CONSOL ROCK WELL 3-12537 GROUNDWATER 0.222 0.222 0.000 C 12/31/1972 05/01/1948 2 5764
CONTER DITCH BIJOU CREEK 44.000 44.000 0.000 C 06/29/1925 01/17/1908 1 736
COOMES WELL 2-12864 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 12/30/1954 2 5784
COON PUMPING PLANT CROW CREEK 3.000 3.000 0.000 C 01/13/1936 08/01/1909 1 737
CORNWELL WELL 17306 GROUNDWATER 0.044 0.044 0.000 C 12/31/1972 09/25/1963 1 6106
CORSENTINO WELL 2-15425 GROUNDWATER 0.520 0.520 0.000 C 12/31/1972 06/30/1972 2 5799
CORSENTINO WELL 2-2260-F GROUNDWATER 0.056 0056 0.000 C 12/31/1972 08/11/1959 2 5801
RSENTINO WELL 4-9329-F GROUNDWATER 0.078 0.078 0.000 C 12/31/1972 04/22/1965 2 5803
RSENTINO WELL 5-9330-F GROUNDWATER 0.062 0.062 0.000 C 12/31/1972 04/26/1965 2 5804
CORSENTINO WELL 6 GROUNDWATER 0.078 0.078 0.000 C 12/31/1972 04/22/1965 2 5805
COTTON WELL 1 GROUNDWATER 0.180 0.180 0.000 C 12/31/1972 12/31/1949 2 5806
COUGHLIN DITCH SEEPAGE 1.000 1.000 0.000 C 12/31/1973 12/31/1917 5 945
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
IRVINGTON/SUTTON/TAYLOR GROUNDWATER 0.330 0.330 0-000 C 12/31/1972 06/30/1953 1 6134
CRAVEN DITCH WEST BIJOU CREEK 1000 1.000 0.000 C 11/21/1895 02/10/1889 1 788
CROSBY WELL 018026F GROUNDWATER 5.500 5500 0.000 C 12/31/1976 01/11/1974 1 5010
CURRY FLOOD DITCH SAN ARROYA CREEK 120.000 120.000 0.000 C 01/15/1914 08/01/1893 1 789
CUTLER WELL 2-11785 GROUNDWATER 2.280 2.280 0.000 C 12/31/1972 07/30/1933 2 5824
D T DITCH DEER TRAIL CREEK 71.720 71.720 0.000 C 01/15/1914 04/23/1907 1 557
DALTON DITCH DRAINAGE 1.000 1.000 0.000 C 06/21/1926 12/31/1893 6 680
DALTON INLAND KIRTON D DRAINAGE 1.700 1.700 0.000 C 06/21/1926 12/31/1894 6 681
DAVIS DITCH ABRAHAM GULCH 1.000 1.000 0.000 C 03/13/1907 05/04/1894 5 952
DAVIS WELL 1 GROUNDWATER 0.055 0.055 0-000 C 12/31/1972 10/05/1955 1 6279
DAVIS WELL 1-014494-F GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 11/06/1946 64 5375
DAVIS WELL 1-CP10155 GROUNDWATER 1.220 1.220 0.000 C 12/31/1971 11/10/1965 64 5377
DEKALB WELL 2-16162 GROUNDWATER 0.175 0.175 0.000 C 12/31/1972 04/26/1952 2 5884
DEKALB WELL 3-16161 GROUNDWATER 2.000 2.000 0.000 C 12/31/1972 04/29/1952 2 5885
DELTA DITCH SAN ARROYA CREEK 4.000 4.000 0.000 C 01/13/1936 03/12/1925 1 544
DEMERS WELL 2-3711F GROUNDWATER 4.000 4.000 0.000 C 12/31/1972 08/31/1962 64 5384
DEMERS WELL 3-6801F GROUNDWATER 4.000 4.000 0-000 C 12/31/1972 01/31/1965 64 5385
DESERT DITCH KIOWA CREEK 0.000 0.000 0.000 C 01/15/1914 04/01/1906 1 589
DESERT DITCH KIOWA CREEK 140.000 140.000 0.000 C 01/15/1914 10/23/1895 1 589
DIKEMAN SPRING 1 SO FORK SO PLATTE 0.200 0.200 0.000 C 03/24/1953 12/31/1900 23 798
DILLEYWELL2 GROUNDWATER 2.670 2.670 0.000 C 12/31/1972 11/30/1952 1 6329
DIXON MILL DITCH ST VRAIN CREEK 6.000 6.000 0-000 C 02/25/1971 11/17/1958 5 576
DIXON MILL DITCH ST VRAIN CREEK 57.400 57.400 0.000 C 06/01/1926 12/01/1873 5 576
DOBNER WELL 8729 GROUNDWATER 0350 0.350 0.000 C 12/31/1972 07/31/1956 1 6352
DONOVAN DITCH CROW CREEK 4.000 4.000 0.000 C 01/15/1914 01/09/1894 1 619
DORIS E SMITH DRAINAGE L SEEPAGE 0.700 0.700 0_000 -C 12/31/1972 12/31/1922 5 924
DOUD DITCH HORSE CREEK 3.700 3.700 0.000 C 12/31/1973 10/07/1920 5 501
DOUD DITCH HORSE CREEK 3700 3.700 0.000 C 07/23/1951 09/29/1920 5 501
DOVER CANAL LONE TREE CREEK 40.000 40.000 0.000 C 01/15/1914 01/15/1911 1 651
DOVER RES LONE TREE CREEK 336.000 336.000 0-000 A 01/15/1914 01/15/1911 1 3639
EYER WELL 1-419 GROUNDWATER 2.600 2.600 0.000 C 12/31/1972 04/07/1954 2 5966
RY RES 2 COAL CREEK 0.000 0.000 0.000 A 11/21/1895 10/06/1891 1 3626
ST GULCH DITCH EAST GULCH 6.800 6.800 0.000 C 01/15/1914 11/14/1895 1 570
EATON WELL 4-14523 GROUNDWATER 2.670 2670 0.000 C 12/31/1972 12/31/1937 2 6022
EDMISTON DITCH BUFFALO CR TR SF S P 10.000 8.500 1.500 C 05/22/1913 05/01/1874 23 582
EDWARDS GILL DITCH FORT MORGAN SEWER 7.120 7.120 0.000 C 01/15/1914 06/12/1907 1 690
EILAND WELL 1-10429 GROUNDWATER 0.110 0.110 0.000 C 12/31/1971 12/31/1960 2 6036
ELBERT DITCH KIOWA CREEK 1.000 1.000 0.000 C 11/21/1895 02/08/1887 1 571
ELLIOTT RES SYS 2 ELLIOT GULCH 8.500 8.500 0.000 C 07/23/1951 05/11/1919 5 3302
ELVA WHITE PIPELINE SPRING 0.800 0.800 0.000 C 02/25/1971 07/24/1924 5 728
EMERSON BROS DITCH LONE PINE CREEK 29.880 29.880 0.000 C 04/11/1882 04/15/1882 3 1037
EPPINGER W 1-9381-F GROUNDWATER 1.770 1_770 0.000 C 12/31/1972 04/27/1965 2 6059
EVANS DITCH ST VRAIN CREEK 4.000 4.000 0.000 C 03/13/1907. 04/10/1868 5 729
EWING WELL 1-11170 GROUNDWATER 2.670 2670 0.000 C 12/31/1971 07/12/1955 2 6103
FARLEY WELL 1-11437 GROUNDWATER 1.440 1_440 0.000 C 12/31/1971 04/30/1954 2 6118
FARLEY WELL 2-14785 GROUNDWATER 1.280 1.280 0.000 C 12/31/1971 12/31/1933 2 6120
FARMERS INDEPENDENT D SOUTH PLA I I t RIVER 85 400 47.000 38.400 C 04/28/1883 11/20/1876 2 824
FEHRINGER WELL 2-6082 GROUNDWATER 0.667 0.667 0.000 C 12/31/1972 07/30/1964 64 5484
FELTHAM DITCH SPRING GULCH 1.000 1.000 0.000 C 03/13/1907 07/17/1902 5 581
FERGUSON WELL NO 19806S GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 08/28/1952 2 6159
FERGUSON WELL NO 19807R GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 04/10/1943 2 6160
FINDEIS WELL 1-11031 GROUNDWATER 0.750 0.750 0.000 C 12/31/1972 12/31/1940 1 6532
FINDEIS WELL 2-11032 GROUNDWATER 0.750 0.750 0.000 C 12/31/1972 12/31/1940 1 6533
FLANAGAN CO WELL 5958F GROUNDWATER 1.260 1.260 0.000 C 12/31/1975 07/27/1964 2 6184
FLANAGAN WELL 1-12503 GROUNDWATER 1.780 1.780 0.000 C 12/31/1972 04/01/1924 2 5025
FLANAGAN WELL 2-13156-F GROUNDWATER 1.550 1.550 0-000 C 12/31/1972 10/01/1952 2 5026
FLANAGAN WELL 3-6586F GROUNDWATER 1.880 1.880 0.000 C 12/31/1972 10/10/1964 2 5028
FORD WELL 1 GROUNDWATER 0.700 0_700 0.000 C 12/31/1972 05/15/1930 2 6192
FORT COLLINS PIPELINE CACHE LA POUDRE RIV 10.000 10.000 0.000 C 09/10/1953 12/31/1904 3 906
FORT COLLINS PIPELINE CACHE LA POUDRE RIV 39.990 39.990 0.000 C 09/10/1953 12/31/1948 3 906
FOSTER SPRING DITCH SPRING 3.700 3.700 0.000 C 06/01/1926 04/30/1883 5 961
FOSTER WELL 1 GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 05/15/1954 2 6196
TER WELL 2 GROUNDWATER 0.330 0.330 0.000 C 12/31/1972 06/23/1932 2 6197
TER WELL 3 GROUNDWATER 0.277 0.277 0.000 C 12/31/1972 06/10/1954 2 6198
FOSTER WELL 5-30452 GROUNDWATER 0.220 0220 0.000 C 12/31/1972 04/17/1967 2 6200
FREAUFF SEEP SUMP 1 DRAINAGE 0.540 0.540 0.000 C 12/31/1971 07/31/1949 5 735
FREI&SONS WELL 1 GROUNDWATER 0.889 0.889 0 000 C 12/31/1972 06/10/1944 2 6210
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount DateIP Date
REI WELL R-10880 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 04/01/1942 2 6213
FUGITA WELL 014506-F GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 03/15/1925 2 6262
FUKAYE WELL 1-13139 GROUNDWATER 0.780 0.780 0.000 C 12/31/1972 03/31/1944 2 6263
FUKAYE WELL 3-13141 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 03/31/1954 2 6265
FUKAYEWELL4-14509 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 04/15/1940 2 6266
FUKAYE WELL 5-14508 GROUNDWATER 0.880 0.880 0.000 C 12/31/1972 04/15/1940 2 6267
FUKAYE WELL 6-14510 GROUNDWATER 0.880 0.880 0.000 C 12/31/1972 04/15/1940 2 6268
FUKAYE WELL 7-14511 GROUNDWATER 0.780 0.780 0.000 C 12/31/1972 04/15/1954 2 6269
FULTON DITCH SOUTH PLATTE RIVER 450.000 200.000 250.000 C 11/27/1906 04/25/1906 2 808
FULTON DITCH SOUTH PLATTE RIVER 450.000 200.000 250.000 C 11/27/1906 04/03/1905 2 808
G W PIPELINE SEEPAGE 3.000 3.000 0.000 C 12/31/1970 12/17/1903 5 736
GAGE PIPELINE SEEPAGE 0_480 0.480 0.000 C 02/25/1971 12/31/1925 5 737
GARRETT BROS SEEP DITCH SEEPAGE 2.000 2.000 0.000 C 04/22/1922 06/27/1904 3 1114
GEHRING WELL 1-12457 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 06/20/1925 1 6638
GEORGETOWN CEMETERY PL BEAVER BROOK 0.164 0.164 0.000 C 12/31/1970 04/30/1886 7 825
GERK WELL 3-P04242 GROUNDWATER 1.440 1.440 0.000 C 12/31/1972 06/26/1963 64 5563
GERMAN DITCH BIG DRY CREEK 85_000 45.000 40_000 C 08/02/1918 11/25/1885 2 872
GIBSON RES 1 WALKER GULCH 74.650 74.650 0.000 A 01/15/1914 11/15/1892 1 3819
GILBERT WELL 1-015022F GROUNDWATER 0.667 0.667 0.000 C 12/31/1972 08/01/1970 1 6673
GILL SEEP WASTE DRAIN D SLOUGHS 1.500 1.500 0.000 C 01/15/1914 11/25/1911 1 691
GILL STEVENS DITCH SOUTH PLATTE RIVER 23.000 23.000 0.000 C 11/21/1895 09/03/1889 1 520
GILLETTE PIPELINE CABIN CREEK 1_000 1.000 0.000 C 02/25/1971 06/01/1915 5 740
GILPIN DITCH NORTH CLEAR CREEK 4.910 4.910 0.000 C 10/09/1914 06/22)1893 7 573
GINI SUMP 1 GROUNDWATER 1.200 1.200 0.000 A 12/31/1972 12/15/1875 5 741
GLEASON DITCH KIOWA CREEK 5.160 5.160 0.000 C 01/15/1914 06/20/1908 1 579
GLENN DITCH SAN ARROYA CREEK 20.000 20.000 0.000 C 01/13/1936 08/01/1929 1 546
GRAHAM WELL 1-10175 GROUNDWATER 3.110 3.110 0.000 C 12/31/1972 06/02/1938 1 5125
GRAND UNION DITCH 1 MONTGOMERY CREEK 4.000 4.000 0.000 C 03/24/1953 12/31/1920 23 949
GRAND UNION DITCH 2 MONTGOMERY CREEK 3.500 3.500 0.000 C 03/24/1953 12/31/1883 23 950
GRAND VIEW SEEP DITCH SLOUGHS 4.000 4.000 0.000 C 01/15/1914 05/15/1907 1 689
SEAT WESTERN SEEP SEEPAGE 1.250 1.250 0.000 C 12/31/1970 02/01/1942 5 743
EGORY SPRING PL SPRING 0.470 0.470 0.000 C 02/25/1971 12/31/1908 5 722
GRIFFIN DITCH NORTH GRIFFIN GULCH 3.970 3.970 0.000 C 03/13/1907 04/01/1895 5 599
GRIFFIN DITCH SOUTH GRIFFIN GULCH 2.500 2.500 0.000 C 03/13/1907 04/01/1881 5 600
GROVES WELL 1-5140-F GROUNDWATER 0.298 0.298 0.000 C 12/31/1972 02/12/1964 64 5039
GROVES WELL 2 GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 12/31/1930 1 6767
GROVES WELL 2-6635-F GROUNDWATER 0.689 0.689 0.000 C 12/31/1972 03/01/1964 64 5040
HAGEN WELL 1-22093 GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 12/31/1920 1 6801
HALL N&S DITCHES S FORK ST VRAIN CREEK 7.100 7.100 0.000 C 07/23/1951 05/11/1919 5 518
HALL PIPELINE SEEPAGE 1.670 1.670 0.000 C 02/25/1971 02/11/1966 5 778
HALL WELL 2-38790 GROUNDWATER 0.088 0_088 0.000 C 12/31/1972 03/04/1970 1 6814
HALL WELL 3-44052 GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 06/14/1971 1 6815
HAMM PRIVATE DITCH RUNOFF 6.000 6.000 0.000 C 02/25/1971 12/01/1917 5 744
HARDSCRABBLE DITCH ST VRAIN CREEK 28.000 28_000 0.000 C 03/13/1907 03/13/1888 5 745
HAROLD HENNIGH SEEP CL SEEPAGE 14.500 14.500 0.000 C 02/25/1971 04/01/1938 5 746
HARRIS WELL 2 GROUNDWATER 0.111 0.111 0.000 C 12/31/1972 12/31/1935 64 5599
HASTIE W 1 GROUNDWATER 1.230 1.230 0.000 C 12/31/1972 08/31/1935 2 6514
HAVER DITCH 4 SO FORK SO PLATTE 9.750 9.750 0.000 C 05/18/1918 06/15/1903 23 554
HAVER DITCH 5 SO FORK SO PLATTE 9.750 9.750 0.000 C 05/18/1918 06/15/1903 23 555
HAYES DITCH DRY CREEK 3.000 3.000 0.000 C 03/13/1907 02/28/1903 5 751
HEEL WELL 14730 GROUNDWATER 0.266 0.155 0.111 C 12/31/1972 12/31/1947 2 5037
HENDERSON PICKLE W 1037 GROUNDWATER 0.033 0.033 0.000 C 12/31/1971 06/01/1940 2 6548
HENDERSON RES&PL BEAVER CREEK 5.849 5.849 0.000 A 02/25/1971 05/17/1960 5 921
HERGENREDER SEC 33 DIVR SEEPAGE 2.750 2.750 0.000 C 02/25/1971 06/30/1957 5 754
HESSE WELL 10271 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 01/03/1957 2 6560
HEWES COOK DITCH SOUTH PLATTE RIVER 86.430 35_000 51.430 C 08/02/1918 01/26/1894 2 825
HEZLEP WELL 1 GROUNDWATER 0.144 0.144 0.000 C 12/31/1972 01/01/1945 2 6561
HICKS WELL 1-21233 GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 04/30/1957 1 6921
HIDE AWAY WELL 1-12209 GROUNDWATER 1.060 1.060 0.000 C 12/31/1972 04/22/1960 2 6563
HIDE AWAY WELL 2-12210 GROUNDWATER O444 0.444 0.000 C 12/31/1972 04/22/1960 2 6564
HIDE AWAY WELL 3-04436-F GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 07/25/1963 2 6565
AIRUNE DITCH 1 LOST CREEK 18.000 18.000 0.000 C 01/15/1914 03/22/1901 1 764
HLiNE DITCH 2 LOST CREEK 35.000 35.000 0.000 C 01/15/1914 03O2/1901 1 765
IllGHLINE DITCH 3 LOST CREEK 18.000 18.000 0.000 C 01/15/1914 03/22/1901 1 607
HIGHLINE DITCH 4 LOST CREEK 11.000 11.000 0.000 C 01/15/1914 03/22/1901 1 763
HIGHLINE DITCH 5 LOST CREEK 24.000 24.000 0.000 C 01/15/1914 10/15/1902 1 766
HIGHLINE DITCH 6 LOST CREEK 50.000 50.000 0.000 C 01/15/1914 10/15/1902 1 767
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date lilLL WELL 2 GROUNDWATER 0.040 0.040 0.000 C 12/31/1972 02/28/1952 2 6580
HILL WELL 3 GROUNDWATER 0.044 0.044 0.000 C 12/31/1972 05/15/1958 2 6581
RIMES WELL 1-14837 GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 05/15/1950 2 6587
RIMES WELL 2-14836 GROUNDWATER 2.550 2.550 0.000 C 12/31/1971 05/15/1950 2 6588
HIMES WELL 3-14838 GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 06/18/1954 2 6589
HISHINUMA WELL 1 GROUNDWATER 1.333 1.333 0000 C 12/31/1972 03/23/1936 2 6591
HOAGLAND DITCH 1 LYKINS GULCH 2.000 2.000 0.000 C 12/31/1983 04/26/1974 5 963
HOLDORF DITCH 1 COAL CREEK 20.000 20.000 0-000 C 06/29/1925 07/21/1923 1 634
HOLDORF DITCH 2 COAL CREEK 20.000 20.000 0.000 C 06/29/1925 07/21/1923 1 686
HOLMES DITCH LONE TREE CREEK 4.000 4.000 0.000 C 01/15/1914 03/01/1888 1 673
HONDIUS BEAVER PL 1 BEAVER CREEK 0.420 0.420 0.000 C 11/14/1939 09/01/1906 4 554
HONDIUS BEAVER PL 2 SPRING NO 1 0.114 0 114 0.000 C 11/14/1939 09/01/1906 4 651
HONDIUS BEAVER PL 3 SPRING NO 2 0.076 0.076 0.000 C 11/14/1939 09/01/1906 4 653
HONDIUS BEAVER PL 4 SPRINGS 0.015 0.015 0.000 C 11/14/1939 09/01/1906 4 611
HONDIUS BEAVER PL 5 SPRINGS 0.267 0 267 0.000 C 11/14/1939 09/01/1906 4 612
HONDIUS BEAVER PL 6 BEAVER CREEK 0.0 16 0.016 0.000 C 11/14/1939 09/01/1906 4 638
HONDIUS CASCADE PL 1 FALL RIVER 13.000 13.000 0.000 C 11/14/1939 11/10/1908 4 557
HONDIUS CASCADE PL 3 FALL RIVER 22.500 22.500 0.000 C 11/14/1939 06/30/1919 4 558
HOPEWELL RES 1 WEST BIJOU CREEK 1839 000 1839 000 0.000 A 01/15/1914 08/22/1903 1 3826
HOTCHKISS WELL 1-6014 GROUNDWATER 0.388 0.388 0.000 C 12/31/1976 07/20/1964 1 9156
HOTCHKISS WELL 2-6015 GROUNDWATER 0.670 0.670 0.000 C 12/31/1976 07/22/1964 1 9157
HOTCHKISS WELL 3-4661 GROUNDWATER 1.000 1.000 0.000 C 12/31/1976 08/28/1963 1 9158
HUEBNER WELL 1-R981 GROUNDWATER 0.890 0.890 0.000 C 12/31/1973 08/30/1929 2 6632
HUEBNER WELL 2-R982 GROUNDWATER 0.660 0.660 0.000 C 12/31/1973 03/30/1936 2 6633
HUNT WELL 2-8591 GROUNDWATER 0.075 0.075 0.000 C 12/31/1972 12/31/1925 1 5167
HUNT WELL 3-8592 GROUNDWATER 0.277 0.277 0.000 C 12/31/1972 10/30/1955 1 5168
I D MILLER WELL LONE TREE CREEK 4.550 4.550 0.000 C 11/21/1895 06/01/1889 1 670
INOUYE WELL 1-4525 GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 06/01/1957 2 6651
IRTHUM WELL NO. 10897 GROUNDWATER 0.400 0.400 0.000 C 12/31/1981 05/01/1940 2 6663
ISAAC D MILLER DITCH LONE TREE CREEK 1.000 1.000 0.000 C 11/21/1895 02/01/1882 1 669
C WALTON DITCH 1 SEEPAGE 2.500 2.500 OF 0.000 C 12/31/1973 12/01/1972 5 782
LLEN WATER POWER RT CHICAGO CREEK 20.000 20.000 0.000 C 10/09/1914 04/09/1894 7 590
JONES LAKE 1 SOUTH BOULDER CREEK 5.000 5.000 0.000 A 03/13/1907 03/15/1902 6 4205
J F JONES LAKE 1 SOUTH BOULDER CREEK 1.000 1.000 0.000 A 03/13/1907 11/15/1891 6 4205
JACKPOT RES W1LD CAT CREEK 160.000 160.000 0.000 A 01/15/1914 02/28/1908 1 3597
JACKSON DITCH BUFFALO CR TR SF S P 5.000 4.000 1.000 C 05/22/1913 05/01/1874 23 583
JACKSON LAKE WELL 08585 GROUNDWATER 0.044 0.044 0.000 C 12/31/1975 05/10/1961 1 8652
JACQUEZ WELL 1-10833 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 12/31/1940 2 6677
JACQUEZ WELL 2-10835 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 06/30/1954 2 6678
JAMES MAULDIN DITCH RUNNING CREEK 1.500 1.500 0.000 C 11/21/1895 05/12/1882 1 617
JEFFERSON LAKE DITCH JEFFERSON LAKE 546.000 516.000 30.000 C 10/18/1889 06/25/1888 23 1080
JOBBINS DITCH DRY CREEK 4.400 4.400 0.000 C 02/25/1971 01/01/1917 5 787
JOHN B NIXON DITCH CHERRY CREEK 0_000 0.000 0.000 C 12/10/1883 03/21/1876 8 1391
JOHN WELL 1-11622-F GROUNDWATER 2.220 2.220 0.000 C 12/31/1971 07/10/1932 2 6697
JOHNSON DITCH LEFT HAND CREEK 8.550 8.550 0.000 C 12/02/1882 04/01/1873 5 571
JOHNSON WELL 1 GROUNDWATER 1.550 1.550 0_000 C 12/31/1972 12/31/1937 64 5692
JOHNSON WELL 15200-F GROUNDWATER 0.044 0.044 0.000 C 12/31/1971 12/31/1937 1 7035
JULESBURG SCHOOL WELL 3 GROUNDWATER 0.330 0.330 0.000 C 12/31/1972 04/01/1956 64 5703
KANEMOTO DITCH 1 GROUNDWATER 1.250 1.250 0.000 C 12/31/1975 12/31/1950 5 790
KARPINSKI WELL 1-12682 GROUNDWATER 0.540 0.540 0.000 C 12/31/1972 06/30/1929 2 6763
KASCHKE WELL 16349 GROUNDWATER 2.200 2.200 0.000 C 12/31/1972 04/17/1941 64 5737
KATH WELL PUMP SYS P 1 GRNDWTR-1953 ADJ 2.000 2.000 0.000 C 09/10/1953 05/31/1927 3 5378
KATH WELL PUMP SYS P 2 GRNDWLR-1953 ADJ 1.800 1.800 0.000 C 09/10/1953 07/29/1937 3 5762
KAUTZ WELL 9615-F GROUNDWATER 1.550 1.550 0.000 C 12/31/1972 06/10/1965 64 5741
KELLOGG LATERAL WASTE D WASTE 0.140 0.140 0.000 C 12/31/1975 08/16/1910 5 968
KINDER WELL 1-06352 GROUNDWATER 1.780 1.780 0.000 C 12/31/1972 11/01/1958 2 6805
KIRBY WELL 14723 GROUNDWATER 0.700 0.700 0.000 C 12/31/1972 04/30/1948 2 6812
KISSEL WELL 1-13308 GROUNDWATER 0.260 0.260 0.000 C 12/31/1972 12/31/1939 1 7153
KISSEL WELL 2-13307 GROUNDWATER 0.260 0 260 0.000 C 12/31/1972 12/31/1934 1 7154
KIYOTA WELL 1-1048 GROUNDWATER 2.830 2.830 0.000 C 12/31/1971 04/30/1954 2 6816
KIYOTA WELL 12883 GROUNDWATER 2.000 2.000 0.000 C 12/31/1972 04/30/1947 2 6818
KIYOTA WELL 2-1049 GROUNDWATER 2.540 2.540 0.000 C 12/31/1971 04/30/1954 2 6819
G DITCH 2 BOXELDER CREEK 8000G 80.000 0.000 C 01/15/1914 02/22/1906 1 614
G MEADOW DITCH BOXELDER CREEK 500.000 500.000 0.000 C 01/15/1914 05/01/1891 1 777
KNAUS DITCH SEEPAGE 3.100 3.100 0.000 C 12/31/1975 12/31/1908 5 793
KNAUS DITCH SEEPAGE 3.000 3.000 0.000 C 12/31/1974 05/31/1862 5 793
KRAMER WELL 1-16398 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 12/31/1929 2 6869
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
RAMER WELL 2-16399 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 12/31/1937 2 6872
KROUGH WELL 6 GROUNDWATER 0.300 0.300 0-000 C 12/31/1972 10/29/1941 2 6897
LARAMIE POUDRE CANAL LONE TREE CREEK 500.000 500.000 0.000 C 01/15/1914 02/01/1909 1 653
LARSEN WELL 1-11443 GROUNDWATER 0.722 0.722 0.000 C 12/31/1972 08/31/1938 1 7394
LARSEN WELL 1-2838F GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 06/30/1940 1 7397
LARSEN WELL 2-11444 GROUNDWATER 0.767 0.767 0.000 C 12/31/1972 05/31/1945 1 7395
LARSEN WELL 2-2839-F GROUNDWATER 0.660 0.660 0.000 C 12/31/1972 05/30/1951 1 7398
LARSEN WELL 3-11445 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 04/05/1956 1 7396
LARSON WELL 1-15009 GROUNDWATER 3.370 3.370 0.000 C 12/31/1972 05/20/1940 2 6940
LATORRA WELL 1-04046E GROUNDWATER 0.770 0.770 0.000 C 12/31/1972 05/08/1963 2 6949
LARSON RES SOUTH BOULDER CREEK 8.000 8_000 0.000 A 03/13/1907 12/20/1900 6 4208
LARSON RES SOUTH BOULDER CREEK 1.000 1.000 0.000 A 03/13/1907 04/20/1888 6 4208
LAYTON WELL 1-2267 GROUNDWATER 0.500 0.500 0.000 C 12/31/1972 12/31/1948 2 6954
LAYTON WELL 2-12268 GROUNDWATER 0.100 0.100 0.000 C 12/31/1972 04/30/1956 2 6955
LEECH WELL 1-5018-F GROUNDWATER 2.000 2O00 0.000 C 12/31/1972 12/31/1931 2 6965
LEHRER WELL 1-14801 GROUNDWATER 1_420 1.420 0.000 C 12/31/1972 06/30/1950 2 6973
LEHRER WELL 2 GROUNDWATER 0.178 0.178 0.000 C 12/31/1972 07/05/1953 2 6974
LEI WELL 1 GROUNDWATER 0.933 0.933 0.000 C 12/31/1972 08/01/1964 64 5813
LEINWEBER EX TABLE MIND DRAINAGE 2.250 2.250 0.000 C 02/25/1971 02/28/1941 5 804
LEIS WELL 1-1942 GROUNDWATER 0.889 0.889 0.000 C 12/31/1972 12/31/1952 1 7432
LEIS WELL 2-1943 GROUNDWATER 0.666 0666 0.000 C 12/31/1972 02/05/1953 1 7433
LEIS WELL 3-1944 GROUNDWATER 0.610 0.610 0.000 C 12/31/1972 02/12/1953 1 7434
LINDERMAN WELL 1-12693F GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1930 2 6996
LITCH SEEP DITCH SPRING 6.300 6.300 0.000 C 01/13/1936 11/26/1912 1 692
LITTLE MATTIE PIPELINE CHICAGO CREEK 49.350 49.350 0.000 C 10/09/1914 05/06/1889 7 610
LIVELY WELL 2 GROUNDWATER 0.350 0.350 0.000 C 12/31/1972 03/02/1936 64 5822
LIVING SPRINGS DITCH COMANCHE CREEK 39.600 39.600 0.000 C 01/15/1914 03/01/1903 1 784
LOGAN CO SCH D VALLEY W1 GROUNDWATER 0.044 0.044 0.000 C 12/31/1972 07/01/1937 64 6560
LONE TREE DITCH LONE TREE CREEK 1.500 1.500 0.000 C 01/15/1914 06/21/1904 1 661
LONE TREE DITCH LONE TREE CREEK 1.500 1500 0.000 C 01/15/1914 11/22/1895 1 661
OE TREE DITCH LONE TREE CREEK 1.500 1.500 0.000 C 11/21/1895 05/15/1882 1 661
G DRAW IRR DITCH LONG DRAW 1200.000 1200.000 0.000 C 01/15/1914 07/15/1886 1 609
LONG WELL 14730 GROUNDWATER 1.130 1.130 0.000 C 12/31/1972 03/01/1946 2 7017
LOST CREEK RES 1 LOST CREEK 104.780 104.780 0.000 A 01/15/1914 03/22/1901 1 3599
LOST CREEK RES 2 LOST CREEK 16.290 16.290 0.000 A 01/15/1914 03/22/1901 1 3600
LOST CREEK RES 3 LOST CREEK 12.850 12.850 0.000 A 01/15/1914 03/22/1901 1 3601
LOST CREEK RES 4 LOST CREEK 33.060 33.060 0.000 A 01/15/1914 10/15/1902 1 3602
LOST CREEK RES 5 LOST CREEK 9.080 9.080 0.000 A 01/15/1914 10/15/1903 1 3603
LOST CREEK RES 6 LOST CREEK 3.100 3.100 0.000 A 01/15/1914 10/15/1903 1 3604
LOWER PLATTE BEAVER DR SOUTH PLATTE RIVER 150.000 150.000 0.000 C 01/15/1914 09/10/1911 1 699
LUECK WELL 1 GROUNDWATER 0.540 0.540 0.000 C 12/31/1972 05/26/1959 64 5845
LUTHER DITCH GODDING HOLLOW 10.000 2.000 0.000 C 03/13/1907 04/01/1875 5 590
M H DITCH 1 LONG GULCH 23.500 23.500 0.000 C 01/15/1914 06/20/1906 1 564
MADRON MFG WELL 2-1562 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 12/31/1935 2 7069
MADRON MFG WELL 3-1565 GROUNDWATER 0.550 0.550 0.000 C 12/31/1972 05/27/1955 2 7070
MAHR WELL R13365 GROUNDWATER 0.310 0.310 0.000 C 12/31/1972 05/07/1954 64 5860
MANLY WELL 2689-F GROUNDWATER 0.880 0.880 0.000 C 12/31/1971 09/29/1954 2 7075
MANN WELL 1-15253 GROUNDWATER 0.668 0.668 0.000 C 12/31/1972 04/28/1960 2 7076
MANN WELL 12 GROUNDWATER 0.557 0.557 0.000 C 12/31/1972 05/01/1948 2 7079
MANN WELL 13 GROUNDWATER 0.223 0.223 0.000 C 12/31/1972 03/15/1948 2 7080
MANN WELL 2-RF707 GROUNDWATER 0.668 0.668 0O00 C 12/31/1972 12/31/1948 2 7081
MANN WELL 3-RF708 GROUNDWATER 0.780 0.780 0.000 C 12/31/1972 05/21/1964 2 7082
MANTEY DITCH 3 LONE TREE CREEK 23.000 23.000 0.000 C 01/15/1914 03/15/1882 1 807
MANTEY DITCH 6 LONE TREE CREEK 5O00 5.000 0.000 C 01/15/1914 05/01/1873 1 808
MANUELLO WELL 4-373 GROUNDWATER 4.890 4.890 0.000 C 12/31/1971 12/31/1913 64 5865
MANUELLO WELL 5-375 GROUNDWATER 4.890 4.890 0.000 C 12/31/1971 04/27/1957 64 5867
MANUELLO WELL 7-374 GROUNDWATER 6.670 6.670 0.000 C 12/31/1971 01/06/1948 64 5869
MARTIN MARIETTA E SEEP D SEEPAGE 1.000 1.000 0.000 C 12/31/1972 03/01/1970 5 815
MARTIN MARIETTA TILE DR SEEPAGE 1.500 1.500 0.000 C 12/31/1972 04/01/1960 5 816
MARY E MILLER RES SOUTH BOULDER CREEK 1.000 1.000 0.000 A 03/13/1907 03/01/1892 6 4213
MARY E MILLER RES SOUTH BOULDER CREEK 3.000 3.000 0.000 A 03/13/1907 03/01/1897 6 4213
MARY G BORDEN DITCH TARRYALL CREEK 6.000 3.000 3.000 C 10/18/1889 11/30/1874 23 921
SY LAWLESS RES WEST BIJOU CREEK 1712.700 1712.700 0.000 A 11/21/1895 12/23/1893 1 3929
EDA W 1-6318 GROUNDWATER 2_400 2.400 0O00 C 12/31/1972 10/14/1954 2 7143
MAYEDA W 2-5905-F GROUNDWATER 0.610 0.610 0.000 C 12/31/1972 07/27/1964 2 7144
MAYER WELL 2-2882 GROUNDWATER 2.200 2.200 0.000 C 12/31/1971 04/30/1945 2 7152
MAYFIELD DITCH GODDING HOLLOW 5.000 5.000 0.000 C 03/13/1907 05/15/1876 5 592
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
CCANNE DITCH SPRINGS 40.000 40.000 O000 C 06/15/1901 04/02/1895 2 868
MCCLELLAN BIRD DITCH LONE TREE CREEK 13.880 13.880 0.000 C 01/15/1914 06/29/1909 1 664
MCCLELLAN BIRD DITCH LONE TREE CREEK 11-120 11.120 0-000 C 01/15/1914 09/15/1905 1 664
MCCLELLAN DITCH LONE TREE CREEK 3.000 3.000 0.000 C 01/15/1914 11/22/1895 1 663
MCCLELLAN DITCH LONE TREE CREEK 3.000 3.000 0.000 C 11/21/1895 07/13/1886 1 663
MCCOY WELL 6-10343 GROUNDWATER 0.527 0.527 0.000 C 12/31/1971 01/16/1958 2 7184
MCDOWELL SEEP DITCH SPRING 16.000 16.000 0.000 C 12/31/1972 12/20/1972 1 811
MCDOY WELL 1 GROUNDWATER 0.067 0.067 0.000 C 12/31/1972 05/07/1963 2 7189
MCGEE DRAIN 8 SUMP DRAINAGE 1.350 1.350 0.000 C 02/25/1971 10/22/1963 5 822
MCGLOCHLIN WELL 013467F GROUNDWATER 0.780 0.780 0.000 C 12/31/1972 12/31/1932 2 7190
MCGLOCHLIN WELL 013468F GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1940 2 7191
MCMURRAY WELL 1-R6240 GROUNDWATER 1.850 1.850 0.000 C 12/31/1972 08/01/1954 64 5894
MEADOW SPRINGS DITCH MEADOW SPRINGS CREEK 2.000 2.000 0.000 C 01/15/1914 06/01/1870 1 561
MEADOW SPRINGS DITCH MEADOW.SPRINGS CREEK 6.000 6.000 0.000 C 01/15/1914 06/05/1897 1 561
MEADOW SPRINGS RES MEADOW SPRINGS CREEK 117.000 117.000 0.000 A 01/15/1914 06/15/1908 1 3586
MENDENHALL WELL 1 GROUNDWATER 0.133 0.133 0.000 C 12/31/1972 03/28/1957 2 7216
MENTER WELL RF-1185 GROUNDWATER 2.000 2.000 0.000 C 12/31/1972 07/16/1956 64 5087
MERRILL WELL 1-6365 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 05/30/1939 1 7644
METZGER WELL 1-8667 GROUNDWATER 2.670 2.670 0.000 C 12/31/1972 05/30/1911 2 7218
MIDDLEMIST DITCH 1 BEAVER CREEK 143.900 143.900 0.000 C 06/29/1925 05/19/1902 1 527
MIDDLEMIST DITCH 2 MIDDLE MIST CREEK 28.250 28.250 0.000 C 06/29/1925 06/08/1903 1 539
MILL PUMPING SYS WELL 1 GRNDWTR-1953 ADJ 0.820 0.820 0 000 C 09/10/1953 05/31/1949 3 6343
MILL PUMPING SYS WELL 2 GRNDWTR-1953 ADJ 0.660 0.660 0.000 C 09/10/1953 05/31/1949 3 6344
MINER LONGAN DITCH LITTLE THOMPSON CR 40.800 40.800 0_000 C 06/29/1916 10/20/1896 4 599
MINERS DITCH PIPELINE CHICAGO CREEK 32.000 25.000 7.000 C 10/09/1914 05/01/1860 7 622
MONHEISERWELL2-1065 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 12/31/1936 64 5945
MOORE RES 1 DEER TRAIL CREEK 114.000 114.000 0.000 A 01/15/1914 04/01/1894 1 3577
MOORE RES 2 DEER TRAIL CREEK 23.000 23.000 0.000 A 01/15/1914 04/01/1905 1 3578
MOUNTAIN MEADOW DITCH BEAR CREEK 2.800 2.800 0.000 C 09/24/1935 05/01/1879 9 830
MOUNTAIN SUPPLY RES 8 N FK CAC LA POUDRE R 482.000 482.000 0.000 A 04/22/1922 02/10/1905 3 3694
.ERS WELL 1-16513-F GROUNDWATER 0.700 0.700 0.000 C 12/31/1972 06/03/1955 2 7406
ERS WELL 2-16514-F GROUNDWATER 0.700 0.700 0.000 C 12/31/1972 06/03/1955 2 7407
MYERS WELL 3 GROUNDWATER 0.050 0.050 .0.000 C 12/31/1972 05/30/1950 2 7408
MYLANDER WELL 1-20077 GROUNDWATER 0235 0.235 0.000 C 12/31/1971 04/08/1957 1 7774
MYLANDER WELL 2-04168-F GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 05/31/1963 1 7776
MYLANDER WELL 2-21095 GROUNDWATER 0.529 0.529 0.000 C 12/31/1971 04/08/1957 1 7777
NAKATA WELL 1-708 GROUNDWATER 0.178 0.178 0.000 C 12/31/1972 06/15/1939 2 7416
NAKATA WELL 2-709 GROUNDWATER 0.200 0.200 0.000 C 12/31/1972 06/15/1941 2 7418
NAKATA WELL 3-710 GROUNDWATER 0.133 0.133 0.000 C 12/31/1972 04/15/1954 2 7419
NECESSITY DITCH WEST CHERRY CREEK 6.670 3.670 3.000 C 12/10/1883 06/26/1882 8 1418
NELSON WELL 1-16366 GROUNDWATER 2.220 2.220 0.000 C 12/31/1972 05/30/1949 1 7791
NEWMAN WELL 1-4433 GROUNDWATER 1.222 1.222 0.000 C 12/31/1972 04/05/1956 2 7450
NILE DITCH WILD CAT CREEK 42.500 42.500 0.000 C 01/15/1914 08/29/1904 1 819
NORTH POUDRE RES 17 FOSSIL CREEK 322.000 322.000 0.000 A 04/22/1922 01/14/1908 3 3773
NORTH POUDRE RES 17 FOSSIL CREEK 610.000 504.670 105.330 A 04/22/1922 06/18/1906 3 3773
NORWOOD WELL 1-12393 GROUNDWATER 1.060 1.060 0.000 C 12/31/1972 03/01/1955 1 7835
NORWOOD WELL 2-RF-143 GROUNDWATER 0.906 0.906 0.000 C 12/31/1972 12/31/1916 1 7836
NYHOLT WELL 1-5970 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 04/30/1950 2 7513
OARD DITCH GODDING HOLLOW 4.000 4.000 0.000 C 03/13/1907 04/10/1893 5 591
OLSON DITCH ST VRAIN CREEK 2.000 2.000 0.000 C 03/13/1907 06/15/1861 5 515
OLSON WELL 1 GROUNDWATER 2.660 2.660 0-000 C 12/31/1972 07/01/1939 1 7858
OLSON WELL 2 GROUNDWATER 1.770 1.770 0.000 C 12/31/1972 07/02/1949 1 7859
ORTH PIPELINE WASTE 1.400 C 02/25/1971 02/24/1967 5 848
OTSUKA WELL 2-11481-F GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 04/20/1956 64 6001
OVID WELL 1 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/24/1926 64 6449
OVID WELL 2 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/24/1926 64 6450
OVID WELL 4 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/24/1926 64 6452
OWL CREEK DITCH OWL CREEK 400.000 400.000 0.000 C 01/15/1914 04/17/1906 1 674
OWL CREEK DITCH OWL CREEK 2.500 2.500 0.000 C 01/15/1914 05/15/1907 1 674
OWL CREEK RES OWL CREEK 1107.000 1107.000 0.000 A 01/15/1914 07/13/1896 1 3646
OWL CREEK RES OWL CREEK 642.500 642.500 0.000 A 11/21/1895 10/14/1891 1 3646
mitGE FOSTER DITCH WEST BIJOU CREEK 8.000 8.000 0 000 C 11/21/1895 02/10/1888 1 567
IIFIZZI WELL 1-64281 GROUNDWATER 1 780 1.780 0O00 C 12/31/1972 08/04/1964 2 7560
LIZZI WELL 2-5648F GROUNDWATER 2.220 2220 0.000 C 12/31/1972 05/17/1964 2 7563
PALIZZI WELL 3 GROUNDWATER 0.956 0.956 0.000 C 12/31/1972 04/15/1933 2 7564
PALMER WELL 1-12375 GROUNDWATER 0.550 0.550 0.000 C 12/31/1972 04/30/1941 1 7889
PALMER WELL 2-12376 GROUNDWATER 0.770 0.770 0.000 C 12/31/1972 05/31/1951 1 7890
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
ARKER WELL 2 GROUNDWATER 0_111 0.111 0.000 C 12/31/1972 11/11/1894 64 6010
PEED WELL 11042 GROUNDWATER 1.555 1.555 0.000 C 12/31/1971 05/01/1949 1 7929
PENROD WELL 3-10863-F GROUNDWATER 0670 0.670 0.000 C 12/31/1971 12/31/1933 2 7596
PERROTT WELL 1-13792 GROUNDWATER 1.044 1.044 0.000 C 12/31/1972 01/01/1936 2 7604
PERROTT WELL 2-RF414 GROUNDWATER 0.467 0.467 0.000 C 12/31/1972 07/07/1967 2 7605
PERROTT WELL 3-13794 GROUNDWATER 0 333 0.333 0.000 C 12/31/1972 01/01/1955 2 7606
PETERS RES EAST BIJOU CREEK 239.000 239.000 0.000 A 01/15/1914 03/28/1906 1 3636
PETERSON WELL 1-RF1 GROUNDWATER 0.490 O490 O000 C 12/31/1972 05/27/1965 2 7612
PETERSON WELL 2 GROUNDWATER 0.031 0.031 0.000 C 12/31/1972 07/01/1952 2 7613
PETERSON WELL 3 GROUNDWATER 0.130 0.130 0.000 C 12/31/1972 09/01/1932 2 7614
PETERSON WELL 4 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 12/31/1937 2 7615
PIERCE FIELD W 1-10940-F GROUNDWATER 0.500 0.500 0.000 C 12/31/1970 05/16/1966 1 7988
PIERCE FIELD W 3-12286-F GROUNDWATER 0.500 0.500 0.000 C 12/31/1970 09/05/1967 1 5278
PIT A SPRING PIPELINE SEEPAGE 2.567 2.567 0.000 C 12/31/1972 06/01/1968 5 860
PRIOLA WELL 10914 GROUNDWATER 1.780 1.780 0.000 C 12/31/1972 12/31/1943 2 7658
PRIOLA-GILMORE W 10873 GROUNDWATER 0.880 0.880 0.000 C 12/31/1972 03/31/1940 2 7661
PROPP WELL 11076 GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 07/31/1954 64 6080
PRUETT PL SPRING 0.200 0.200 0.000 C 12/31/1972 06/01/1966 5 872
QUALLS LEONARD P&SUMP DRAINAGE 2.000 2.000 0.000 C 02/25/1971 06/30/1935 5 873
QUERY WELL 1 GROUNDWATER 0.660 0.660 0.000 C 12/31/1972 07/09/1951 1 8040
QUERY WELL 2-2143-F GROUNDWATER 0.710 0.710 0.000 C 12/31/1972 05/07/1959 1 8041
QUERY WELL 3-2156-F GROUNDWATER 0.510 0.510 0.000 C 12/31/1972 05/20/1959 1 8042
QUERY WELL 4-2155F GROUNDWATER 0.550 0.550 0.000 C 12/31/1972 05/20/1959 1 8043
R J LESS ES WELL 1-15956 GROUNDWATER 1.220 1.220 0.000 C 12/31/1972 03/01/1935 2 7719
R J LESS ES WELL 2 GROUNDWATER 0.033 0.033 0.000 C 12/31/1972 02/28/1928 2 7720
R J LESS ES WELL 3 GROUNDWATER 0.033 0.033 0.000 C 12/31/1972 .12/31/1915 2 7721
REASONER WELL 1 GROUNDWATER 1.110 1.110 0.000 C 12/31/1976 03/31/1936 2 7730
RED ROCK RANCH D&PL LEFT HAND CREEK 8.000 8.000 0.000 C 02/25/1971 03/05/1929 5 875
REED WELL 1-R7378 GROUNDWATER 0.590 0.590 0.000 C 12/31/1972 12/31/1935 2 7739
REED WELL 2-R7377 GROUNDWATER 1.730 1.730 0.000 C 12/31/1972 12/31/1910 2 7741
ESE WELL 2 GROUNDWATER 0.055 0_055 0.000 C 12/31/1972 12/31/1934 64 6124
ESEWELL2 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1947 64 6129
ESE WELL 3 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1934 64 6125
REESE WELL 3 GROUNDWATER 0.066 0.066 0.000 C 12/31/1972 12/31/1964 64 6130
REESE WELL 4 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1944 64 6126
REESE WELL 4 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1947 64 6131
REESE WELL 6 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1942 64 6133
REITHER WELL 1-10621 GROUNDWATER 0.610 0.610 0.000 C 12/31/1971 03/10/1956 2 7752
RENNER DITCH 1 KIOWA CREEK 10.710 9.000 0.000 C 01/05/1922 06/01/1888 1 588
REYNOLDS WELL H GROUNDWATER 0.267 0.267 0.000 C 12/31/1972 06/01/1946 2 7771
RICH WELL 1 GROUNDWATER 0.001 0.001 0.000 C 12/31/1972 12/31/1930 3 5438
RICHARDSON DITCH DRY CR LYKINS CANON 2.700 2.700 0.000 C 06/02/1882 06/15/1874 5 876
RIVERSIDE DITCH SOUTH PLATTE RIVER 16.000 16.000 0.000 C 11/21/1895 11/29/1886 1 710
RIVERSIDE EMBANKMENT DR SEEPAGE 5.000 5.000 0.000 C 01/15/1914 12/14/1908 1 698
ROBERTS LATERAL DITCH LONE TREE CREEK 5.000 5.000 0.000 C 01/15/1914 04/15/1900 1 660
ROBERTS WELL 1-CP10152 GROUNDWATER 1.336 1.336 0.000 C 12/31/1971 11/05/1965 64 6153
ROCCHIO WELL 1-22452F GROUNDWATER 2.670 2.670 0.000 C 12/31/1972 09/20/1934 1 8106
ROCK BLUFF DITCH ROCK BLUFF CREEK 50.000 50.000 0.000 C 01/15/1914 10/01/1900 1 554
ROUGH READY DITCH SOUTH PLATTE RIVER 31.270 31.270 0.000 C 12/10/1883 12/31/1867 8 1012
ROUGH READY DITCH SOUTH PLATTE RIVER 37.000 37.000 0.000 C 12/10/1883 12/31/1860 8 1012
ROWLEY DITCH CHERRY CREEK 4.000 2.000 0.000 C 03/03/1890 03/31/1884 8 1373
RUBENDALL DITCH FOX CREEK 0.330 0.330 0.000 C 07/23/1951 05/11/1919 5 1001
RUCKER WELL 1-7002 GROUNDWATER 1.110 1.110 0.000 C 12/31/1971 12/31/1915 2 7842
RUCKER WELL 2-7003 GROUNDWATER 0.560 0_560 0.000 C 12/31/1971 12/31/1915 2 7843
RUOTE PUMP SYS DRAINAGE 1.000 1.000 0.000 C 12/31/1975 04/05/1952 5 880
RUOTE SEEP SUPPLY DRAINAGE 1.000 1.000 0.000 C 12/31/1975 12/13/1952 5 881
SACRAMENTO DITCH SACRAMENTO CREEK 60.000 32.000 28.000 C 10/18/1886 07/27/1886 23 760
SACWSD WELL NO 30 GROUNDWATER 2.230 2.230 0.000 C 12/31/1983 12/29/1983 2 7889
SACWSD WELL NO 35 GROUNDWATER 2.670 2.670 0.000 C 12/31/1983 12/29/1983 2 7894
SACWSD WELL NO 36 GROUNDWATER 2.670 2.670 0.000 C 12/31/1983 12/29/1983 2 7895
SACWSD WELL NO 37 GROUNDWATER 4.460 4.460 0.000 C 12/31/1983 12/29/1983 2 7896
SACWSD WELL NO 38 GROUNDWATER 4.460 4.460 0.000 C 12/31/1983 12/29/1983 2 7897
D WELL NO 39 GROUNDWATER 2.670 2.670 0O00 C 12131/1983 12/29/1983 2 7898
ARROYO DITCH SAN ARROYA CREEK 27.000 27.000 0.000 C 01/15/1914 12/12/1889 1 547
SAN ARROYO DITCH SAN ARROYA CREEK 27.000 27.000 0.000 C 01/15/1914 05/01/1906 1 547
SANBORN DITCH KITELEY GULCH 10.000 10.000 0.000 C 06/01/1926 01/05/1897 5 882
SANDOZ WELL 4-11434 GROUNDWATER 0.612 0_612 0.000 C 12/31/1972 09/30/1952 1 5305
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
AWMILL DITCH BIG THOMPSON RIVER 1.125 1.125 0.000 C 11/14/1939 06/30/1891 4 542
SCHAEFFERWELL 6939 GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1890 1 8251
SCHMIDT WELL 13602 GROUNDWATER 1470 1.470 0.000 C 12/31/1972 06/20/1955 2 7997
SCHNELL WELL 14283 GROUNDWATER 0.610 0.610 0.000 C 12/31/1972 06/10/1945 2 8011
SCHREIBER WELL 014460-F GROUNDWATER 0.333 0.333 0.000 C 12/31/1972 04/15/1954 1 8316
SCHWINDT DITCH PP BADGER CREEK 2700 2.700 0.000 C 01/13/1936 07/10/1930 1 543
SCHWINDT WELL 1 GROUNDWATER 0.056 0.056 0.000 C 12/31/1972 04/08/1955 1 8320
SECOND CREEK FARMS WELL GROUNDWATER 0.045 0.045 0_000 C 12/31/1972 01/05/1950 2 8045
SEDGWICK WELL 1-1301 GROUNDWATER 0.560 0.560 0.000 C 12/31/1972 07/01/1919 64 6223
SEDGWICK WELL 3-14503 GROUNDWATER 0.560 0.560 0.000 C 12/31/1972 07/01/1920 64 6225
SEDGWICK WELL 4-14504 GROUNDWATER 0.560 0.560 0.000 C 12/31/1972 07/01/1920 64 6226
SEEWALD PIPELINE SPRING GULCH 2.000 2.000 0.000 C 02/25/1971 06/01/1959 5 885
SEYLER WELL NO 1561R GROUNDWATER 2.670 2.670 O000 C 12/31/1980 12/31/1935 2 8063
SHAFFER WELL GROUNDWATER 0.223 0.223 0.000 C 12/31/1972 11/29/1966 2 8072
SHAMBAUGH DITCH 2 WASTE 4.000 4.000 0.000 C 12/31/1977 04/04/1876 5 886
SHAVER WELL 4439-F GROUNDWATER 1O00 1.000 0.000 C 12/31/1971 07/15/1963 1 8340
SHEEP CREEK RES SHEEP CREEK 531.870 531.870 0.000 A 04/22/1922 10/03/1904 3 3680
SHOEMAKER DITCH SYS SOUTH PLATTE RIVER 10.000 10.000 0.000 C 01/15/1914 08/08/1906 1 694
SHOEMAKER DITCH SYS SOUTH PLATTE RIVER 1.000 1.000 0.000 C 01/15/1914 11/01/1904 1 694
SIDE HILL DITCH SOUTH PLATTE RIVER 94.800 56.800 38.000 C 04/28/1883 04/29/1882 2 821
SIGMAN WELL 1 GROUNDWATER 0.660 0.660 0.000 C 12/31/1972 03/31/1950 2 5074
SIGMAN WELL 2 GROUNDWATER 0.770 0.770 0.000 C 12/31/1972 12/31/1941 2 8101
SIGMAN WELL 3 GROUNDWATER 0.880 0.880 0.000 C 12/31/1972 12/31/1941 2 8102
SIMMONS WELL 1 GROUNDWATER 0.056 0.056 0.000 C 12/31/1972 01/07/1949 1 8359
SITES DfTCH ST VRAIN CREEK 3.800 3.800 0.000 C 03/13/1907 04/01/1868 5 887
SIVERLY SEEPAGE DITCH DRAINAGE 0.500 0.500 0.000 C 02/25/1971 11/07/1960 5 888
SKELLEY OIL WELL 1-13774 GROUNDWATER 0.485 0.485 0.000 C 12/31/1972 12/31/1946 2 8111
SKELLEY OIL WELL 2-13775 GROUNDWATER 0_485 0.485 0-000 C 12/31/1972 12/03/1956 2 8112
SLATER PL A DRAINAGE 2.800 2.800 0.000 C 02/25/1971 06/01/1944 5 889
SLATER PL 8 DRAINAGE 2.800 2.800 0.000 C 02/25/1971 06/01/1944 5 890
TER TILE DRAIN A DRAINAGE 2.800 2.800 0.000 C 02/25/1971 06/01/1944 5 891
TER TILE DRAIN B DRAINAGE 2.800 2.800 0.000 C 02/25/1971 06/01/1944 5 892
SMITH WELL 1 GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 03/04/1922 2 8120
SMITH WELL 13598 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 08/01/1936 64 6254
SNYDER CREEK DITCH SNYDER CREEK 1.100 1.100 0.000 C 05/18/1918 07/08/1884 23 1029
SOSEY DITCH N F ST VRAIN CREEK 2.000 2.000 0.000 C 03/13/1907 05/01/1877 5 514
SPA LIVING WELL 1-14772 GROUNDWATER 2.110 2.110 0.000 C 12/31/1972 05/23/1946 2 8151
SPECHT WELL 13393-F GROUNDWATER 1.440 1.440 0.000 C 12/31/1970 12/31/1922 1 8426
SPRATLEN WELL 1 GROUNDWATER 1.240 1.240 0.000 C 12/31/1972 02/01/1957 2 8155
SPRATLEN WELL3 GROUNDWATER 2.670 2.670 0.000 C 12/31/1972 01/15/1954 2 8156
SPRATLEN WELL 31 GROUNDWATER 1.270 1_270 0.000 C 12/31/1972 12/31/1933 2 8157
SPRATLEN WELL 32 GROUNDWATER 0.688 0.688 0.000 C 12/31/1972 12/31/1931 2 8158
SPRATLEN WELL 33 GROUNDWATER 1.020 1.020 0.000 C 12/31/1972 12/31/1933 2 8159
SPRATLENWELL4 GROUNDWATER 1.630 1.630 0.000 C 12/31/1972 02/01/1957 2 8160
SPRING&PINESCAPE PL 2 SPRING 0.270 0.270 0.000 C 02/25/1971 09/28/1960 5 900
SPRING CREEK DITCH ST VRAIN CREEK 1.700 1.700 0.000 C 06/02/1882 06/01/1872 5 899
ST VRAIN GOLD HILL DITCH S F ST VRAIN CREEK 2.000 2.000 0.000 C 06/02/1882 10/25/1863 5 902
STANDLEY FLUME PL SOUTH CLEAR CREEK 200.000 200.000 0.000 C 10/09/1914 08/01/1861 7 670
STANDLEY FLUME PL SOUTH CLEAR CREEK 120.000 120.000 0.000 C 10/09/1914 12/31/1879 7 670
STRATTON WELL 1-16165-F GROUNDWATER 1_220 1_220 0.000 C 12/31/1973 04/15/1972 1 8516
STRATTON WELL 16797-F GROUNDWATER 1.780 1.780 0.000 C 12/31/1973 04/30/1973 1 8524
STROH FIELD DRAIN DRAINAGE 0.880 0.880 0.000 C 12/31/1981 09/30/1980 5 912
SUNKEN LAKE CANAL GREASEWOOD RAVINE 72200 72200 0.000 C 01/15/1914 05/13/1909 1 600
TALARICOWELL2 GROUNDWATER 0.080 0.080 0.000 C 12/31/1972 04/15/1937 2 8282
TASHIRO WELL 1-1926 GROUNDWATER 0.480 0.480 0.000 C 12/31/1972 12/31/1946 2 8300
TESTWI GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 12/31/1924 2 8314
TETSEL CLOVERLEAF DIVR SOUTH PLATTE RIVER 13.000 13.000 0.000 C 12/31/1980 06/15/1977 1 843
THIMMINGWELL2 GROUNDWATER 0.277 0.277 0.000 C 12/31/1972 08/01/1954 2 8324
THOMA WELL 5-R8777 GROUNDWATER 0.880 0.880 0.000 C 12/31/1972 05/30/1938 1 8618
THOMAWELL6-6454F GROUNDWATER 0.022 0.022 0.000 C 12/31/1972 05/01/1965 1 8619
THOMA WELL 7-6205F GROUNDWATER 0.350 0.350 0.000 C 12/31/1972 10/10/1964 1 8620
itHOMA WELL 8-6636R GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 06/01/1952 1 8621
MAS J MOLLOY DITCH BEAVER CREEK 55 O00 55.000 0.000 C 01/15/1914 02/07/1882 1 535
MPSON I B SEEP D SEEPAGE 3.000 3.000 0.000 C 06/01/1926 03/31/1913 5 922
THORNTON WELL 1-5849 GROUNDWATER 1.220 1.220 0.000 C 12/31/1971 07/31/1948 2 8340
TITUS GOYN DITCH DRY CREEK 6.420 6_420 0.000 C 06/02/1882 04/01/1878 5 923
TOWER WELL 1-5928-F GROUNDWATER 0.380 0.380 0.000 C 12/31/1972 12/30/1972 2 8372
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
TRACY WELL 1 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 03/21/1955 2 8378
TRANEL WELL 1 GROUNDWATER 0.330 0.330 0.000 C 12/31/1972 06/12/1956 64 6460
TRANEL WELL 2-2402P GROUNDWATER 0.330 0.330 0.000 C 12/31/1972 01/07/1960 64 6461
TRANEL WELL 3-2574P GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 04/20/1960 64 6462
TRANEL WELL 4-2930P GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 02/03/1961 64 6463
TRAUTWEIN WELL 7119 GROUNDWATER 4.440 4.440 0.000 C 11/21/1895 06/01/1872 1 5348
TRAUTWEIN WELL 7119 GROUNDWATER 4.440 4.440 0.000 C 11/21/1895 04/10/1886 1 5348
TRAUTWEIN WELL 7119 GROUNDWATER 4.440 4.440 0.000 C 12/31/1972 08/31/1963 1 5348
TROWEL DITCH SOUTH PLATTE RIVER 90.000 90.000 0.000 C 01/15/1914 12/27/1900 1 524
TUKE RES DITCH BADGER CREEK 34.440 34_440 0.000 C 01/15/1914 05/01/1906 1 541
TUTTLE WELL 1-10573 GROUNDWATER 2.440 2.440 0.000 C 12/31/1972 04/13/1940 1 8671
TWIN LAKES RES UNNAMED CREEK 460.000 182.000 278 000 A 04/22/1922 10/17/1904 3 3684
TWO AMERICAN SISTERS PL SOUTH CLEAR CREEK 80.000 80.000 0.000 C 10/09/1914 06/04/1906 7 685
TWO AMERICAN SISTERS RES SOUTH CLEAR CREEK 371.680 371.680 0.000 A 10/09/1914 06/04/1906 7 684
ULIBARRI W 1-14570 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 06/30/1940 2 8467
ULLERY DITCH STEELE GULCH 2.900 2.900 0.000 C 06/02/1882 07/01/1874 5 925
UNION DITCH SOUTH PLATTE RIVER 84.030 28.030 56.000 C 04/28/1883 11/02/1881 2 828
UNION DITCH SOUTH PLATTE RIVER 183_000 23.000 160.000 C 08/02/1918 06/23/1898 2 828
UNION PACIFIC RR WELL 1 GROUNDWATER 0.100 0.100 0.000 C 12/31/1972 12/31/1937 1 5365
UNION PACIFIC RR WELL 1 GROUNDWATER 0.133 0.133 0.000 C 12/31/1972 12/31/1939 1 5365
UNITED DITCH 1 DRY CREEK 17.330 17.330 0.000 C 06/01/1926 01/01/1877 5 926
VALDEZ EAST SPRING SPRING 0.345 0.345 0.000 C 12/31/1986 11/08/1986 5 1014
VALDEZ WEST SPRING SPRING 0.345 0.345 0.000 C 12/31/1986 11/08/1986 5 1015
VALLEY DITCH LONE TREE CREEK 6.000 6.000 0.000 C 01/15/1914 06/15/1895 1 658
VALLEY DITCH LONE TREE CREEK 1.000 1.000 0.000 C 11/21/1895 05/08/1888 1 658
VAUGHEY WELL 1-21051 GROUNDWATER 2.200 2.200 0.000 C 06/28/1972 10/06/1956 1 8740
VAUGHEY WELL 2-21077-2 GROUNDWATER 2.200 2.200 0_000 C 06/28/1972 03/27/1957 1 8741
VAUGHEY WELL 3-21077-3 GROUNDWATER 2.200 2.200 0.000 C 06/28/1972 03/28/1957 1 8742
VAUGHEY WELL 4-21077-4 GROUNDWATER 2.200 2.200 0.000 C 06/28/1972 03/29/1957 1 8743
VAUGHEY WELL 5-8880 GROUNDWATER 3.000 3.000 0.000 C 06/28/1972 05/27/1956 1 8744
•UGHN WELL R-14165 GROUNDWATER 0.800 0.800 0.000 C 12/31/1972 09/20/1923 2 8451
CENT WELL 2-1115 GROUNDWATER 0.352 0.352 0.000 C 12/31/1972 06/30/1938 2 8458
W R BLOWER DITCH 1 LITTLE THOMPSON CR 27.300 7.300 20_000 C 05/28/1883 04/01/1869 4 603
W R BLOWER DITCH 1 LITTLE THOMPSON CR 17.628 17.628 0.000 C 05/28/1883 05/01/1876 4 603
W S STRATTON DITCH 1 DRAINAGE 40.000 40.000 0_000 C 12/31/1973 06/28/1906 1 844
WADLIN LUNT DITCH OWL CREEK 0.000 0.000 0.000 C 11/21/1895 08/28/1888 1 845
WAGNER WELL 1307 GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 05/31/1935 2 8476
WAHL DITCH KIOWA CREEK 23.000 23.000 0.000 C 01/15/1914 12/14/1905 1 590
WAITT RES PIPELINE N FK SOUTH CLEAR CR 35.000 35.000 0.000 C 10/09/1914 12/31/1865 7 696
WALCZYK WELL 1-03161-F GROUNDWATER 1.330 1.330 0.000 C 12/31/1978 05/19/1961 1 8777
WALDORF PIPELINE LEAVENWORTH CREEK 0.800 0.800 0.000 C 10/09/1914 10/01/1903 7 697
WARD RES NO 5 BEAR CREEK 63.160 62.950 0.210 A 09/24/1935 02/28/1889 9 4328
WASHITA DITCH COMANCHE CREEK 17.820 17.820 0.000 C 01/05/1922 05/28/1907 1 595
WASSMAN DITCH EAST BIJOU CREEK 14.000 14.000 0.000 C 01/15/1914 05/18/1906 1 559
WATSON WELL 5-10943-F GROUNDWATER 1.777 1.777 0.000 C 12/31/1972 05/02/1930 2 8506
WEBSTER DITCH BOX ELDER CREEK 5.200 5.200 0.000 C 04/22/1922 03/15/1888 3 1121
WEBSTER WELL 1-P13696 GROUNDWATER 2.670 2.670 0.000 C 12/31/1973 05/15/1958 2 8525
WEISBART 10-10169 GROUNDWATER 0.550 0.550 0.000 C 12/31/1972 01/31/1957 1 8863
WEISBART WELL 1-10161 GROUNDWATER 0.450 0.450 0.000 C 12/31/1972 08/25/1956 1 8865
WEISBART WELL 11-10170 GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 09/24/1956 1 8868
WEISBART WELL 12-10171 GROUNDWATER 0.980 0.980 0.000 C 12/31/1972 06/30/1956 1 8869
WEISBART WELL 13-16379 GROUNDWATER 0.980 0.980 0.000 C 12/31/1972 07/15/1963 1 8870
WEISBART WELL 14-17773 GROUNDWATER 0.100 0.100 0.000 C 12/31/1972 03/19/1963 1 8871
WEISBART WELL 15-3996F GROUNDWATER 0980 0.980 0.000 C 12/31/1972 03/19/1963 1 8872
WEISBART WELL 2-10162 GROUNDWATER 0.200 0.200 0.000 C 12/31/1972 11/30/1956 1 8878
WEISBART WELL 3-10163 GROUNDWATER 0.160 0.160 0.000 C 12/31/1972 04/19/1954 1 8884
WEISBART WELL 4-10164 GROUNDWATER 0.490 0490 0.000 C 12/31/1972 01/31/1954 1 8885
WEISBART WELL 5-10165 GROUNDWATER 1.020 1.020 0.000 C 12/31/1972 10/31/1953 1 8886
WEISBART WELL 7-10167 GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 08/31/1955 1 8888
WEISBART WELL 8-10168 GROUNDWATER 0.440 0.440 0.000 C 12/31/1972 02/28/1957 1 8889
WEISBART WELL 9-2042F GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 11/18/1958 1 8894
NDT WELL 1 GROUNDWATER 2.220 2.220 0.000 C 12/31/1972 04/28/1955 64 6518
NER WELL 015581 GROUNDWATER 2.550 2.550 0O00 C 12/31/1972 04/30/1955 1 8926
.STON DITCH BEAVER CR TR MF S PL 31 450 10.000 0.000 C 10/18/1889 05/16/1882 23 771
WILD HORSE RES 1 DRAINAGE 617.690 617.690 0.000 A 06/29/1925 11/19/1908 1 4105
WILD HORSE RES 8 DRAINAGE 12.730 12.730 0.000 A 06/29/1925 01/14/1909 1 4106
WILLIAM H DICKENS DITCH DRY CREEK 2.000 2.000 0.000 C 10/21/1902 11/01/1882 5 933
Division Engineer Abandonment List July 1,2000
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
litLLIAMS DITCH DRY CREEK SOUTH 8.280 8.280 0.000 C 11/14/1939 04/25/1906 4 586
WILLIAMS DITCH 1 ANTELOPE CREEK 2.000 2.000 0.000 C 12/31/1973 01/01/1973 1 850
WILLIAMS MCCREERY O D SAN ARROYA CREEK 100 O00 10O 000 0O00 C 01/15/1914 06/22/1908 1 851
WILSON PIPELINE NO 1 O'BRIEN GULCH O500 0.500 0.000 C 09/28/1953 12/18/1917 6 675
WILSON WELL 56371 GROUNDWATER 0.040 0.040 0.000 C 12/31/1972 06/07/1918 1 8999
WINNER DITCH DRY CREEK 4.000 4.000 0.000 C 03/13/1907 02/27/1904 5 935
WISSLER WELL 1 GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 07/23/1955 2 8594
WRIGHT WELL 1 GROUNDWATER 1.333 1.333 0.000 C 12/31/1972 03/31/1945 1 9065
WYLIE LIGHT FOLLMANN D BEAVER CREEK 27.500 27.500 0.000 C 01/15/1914 12/22/1895 1 531
YOUNG WELL 1 GROUNDWATER 1.000 1.000 0-000 C 12/31/1977 07/10/1924 2 8641
•
•
• CONCERNING THE REVISED ABANDONMENT LIST OF)
WATER RIGHTS IN WATER DIVISION 1) REVISED ABANDONMENT LIST
Notice is hereby given that pursuant to Section 37-92-401, C.R.S. the Division Engineer for Water
Division No. 1, in consultation with the State Engineer, has developed a revised abandonment list which
contains those water rights that the Division Engineer has determined to have been abandoned in whole or in
part. The revised abandonment list, when concluded by judgement and decree, shall be conclusive as to the
water rights determined to have been abandoned.
The revised abandonment list may be inspected after December 31, 2001, in the offices of the State
Engineer, the Division Engineer, each Water Commissioner, and the Clerk of the Water Court at any time
during regular office hours. The Division Engineer will furnish or mail a copy of the Water Division revised
abandonment list to anyone requesting one upon payment of a fee of ten dollars ($10.00).
Any person who wishes to protest the inclusion of any water rights on the revised abandonment list shall file a
written protest with the Water Clerk and the Division Engineer in accordance with the procedures set forth in
Section 37-92-401 (5), C.R.S. Protests must be filed no later than June 30,2002. The fee for filing such a
protest is twenty dollars ($20.00), payable to the Water Clerk.
•
Richard L. Stenzel, Division Engineer
( l'
—'J
Hal D. Simpson, State Engineer
•
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
Amount Amount Amount Date Date
0GKERMAN WELL 2 GROUNDWATER 0780 0.780 0.000 C 12/31/1972 06/30/1932 3 5481
ADAMS AGGREGATE W 23-6 GROUNDWATER 1.670 1.670 0.000 C 12/31/1972 12/31/1951 2 5178
ADAMS AGGREGATE W 24-1 GROUNDWATER 1.280 1.280 0.000 C 12/31/1972 04/01/1950 2 5179
ADAMS CITY G H W 2-7614 GROUNDWATER 0.094 0.094 0 000 C 12/31/1972 07/31/1957 2 5180
ADAMS CITY G H WELL 1 GROUNDWATER 0.590 0.590 0.000 C 12/31/1972 06/22/1956 2 5181
ADAMS DITCH PIPELINE MEADOW SPRINGS CREEK 3.000 3.000 0.000 C 01/15/1914 02/08/1907 1 560
ADLER PL A DRAINAGE 1.710 0.710 1.000 C 02/25/1971 06/01/1936 5 656
ADLER PL B DRAINAGE 1.710 0.710 1.000 C 02/25/1971 06/01/1936 5 657
ADLER TILE DR A DRAINAGE 1.710 0.710 1.000 C 02/25/1971 06/01/1936 5 658
ADLER TILE DR B DRAINAGE 1.710 0.710 1.000 C 02/25/1971 06/01/1936 5 659
AGATE RES EAST BIJOU CREEK 391.290 391.290 0.000 A 06/29/1925 06/01/1907 1 3588
AIGAKI WELL 1-11413 GROUNDWATER 0.860 0.860 0.000 C 12/31/1972 06/01/1943 2 5003
AIGAKI WELL 1-11413 GROUNDWATER 0.390 0.390 0.000 C 12/31/1972 03/31/1970 2 5003
AIGAKI WELL 2-11414 GROUNDWATER 1.440 1.440 0.000 C 12/31/1972 06/01/1955 2 5200
ALFRED PETERSON RES SOUTH BOULDER CREEK 3.000 3.000 0.000 A 03/13/1907 04/16/1904 6 4189
ALIUNDE 1 PL LEAVENWORTH CREEK 10.000 10.000 0.000 C 10/09/1914 12/31/1888 7 508
ALIUNDE 2 PL SOUTH CLEAR CREEK 23.000 23.000 0.000 C 10/09/1914 12/31/1888 7 509
ALPHA DITCH WILD CAT CREEK 8.000 8.000 0.000 C 06/29/1925 06/19/1919 1 604
AMERICAN FERTILIZE 48362 GROUNDWATER 0.033 0.033 0.000 C 12/31/1972 08/10/1970 64 5122
ANDERSON DITCH DRY CREEK 1.950 1.950 0.000 C 10/21/1902 12/31/1883 5 662
ANDERSON WELL 1 GROUNDWATER 0.111 0 111 0.000 C 12/31/1972 03/01/1947 2 5239
ANDREW DITCH GODDING HOLLOW 2.000 2000 0.000 C 12/31/1980 11/01/1980 5 665
ANTERO FEEDER DITCH MID FORK SO PLATTE 300.000 250.000 50.000 C 05/22/1913 10/08/1907 23 964
ARENDS WELL 20145 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 03/30/1921 2 5286
ASHMORE WELL 11196 GROUNDWATER 0.777 0.777 0.000 C 12/31/1972 12/21/1924 2 5298
BACON DITCH NORTH SIDE BIG HOLLOW 1.750 1.750 0.000 C 06/02/1882 05/20/1881 5 668
BADGER CREEK DITCH 1 BEAVER CREEK 78.700 78.700 0.000 C 01/15/1914 08/30/1889 1 529
BADGER CREEK DITCH 2 BADGER CREEK 500.000 500.000 0.000 C 01/15/1914 08/30/1889 1 542
BAILEY PIPELINE SPRING GULCH 0.100 0.100 0.000 C 02/25/1971 08/14/1922 5 674
BAILEY SEEP DITCH A SEEPAGE 3.500 3.500 0.000 C 02/25/1971 12/31/1934 5 675
IILEY SEEP DITCH B SEEPAGE 3.500 3 500 0.000 C 02/25/1971 12/31/1934 5 676
IL HACK DITCH ANTELOPE CREEK 36.000 36.000 0.000 C 01/15/1914 11/14/1904 1 681
BAKES KENNEDY W 2-4408 GROUNDWATER 0.890 0.890 0.000 C 12/31/1971 04/30/1944 2 5309
BALDWIN DITCH BEAVER CREEK 1.000 1.000 0.000 C 11/14/1939 12/31/1899 4 635
BALLINGER HOLLOW RES SOUTH BOULDER CREEK 150.000 150.000 0.000 A 06/21/1926 12/31/1900 6 4190
BALTAZAR WELL 12660 GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 03/31/1957 1 5589
BARNES DITCH 4 CACHE LA POUDRE RIV 4.700 4.700 0.000 C 04/22/1922 03/01/1888 3 954
BARNES DITCH NO 3 CACHE LA POUDRE RIV 6.500 6.500 0.000 C 04/22/1922 12/21/1882 3 904
BARNHOUSE DITCH ANTELOPE CREEK 47.850 47.850 0.000 C 01/15/1914 06/09/1908 1 553
BARTHOLOMEW WELL 4-6810 GROUNDWATER 1450 1.450 0.000 C 12/31/1972 07/31/1940 64 5149
BASE LINER OUTLET DITCH DEER TRAIL CREEK 44.000 44.000 0_000 C 01/15/1914 07/28/1908 1 719
BEATRICE FOODS WELL 3 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/31/1945 2 5334
BEATRICE FOODS WELL 4 GROUNDWATER 0.044 0.044 0.000 C 12/31/1972 12/31/1935 2 5335
BEATRICE FOODS WELL 5 GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1935 2 5336
BEAVER CR SCHOOL LAND D BEAVER CREEK 50.000 50.000 0.000 C 12/17/1900 04/25/1898 1 533
BEAVER FARMERS CANAL D BEAVER CREEK 308.000 308.000 0.000 C 12/17/1900 09/09/1889 1 530
BEL CHER SPG GULCH D SPRING GULCH 1.000 1.000 0.000 C 07/13/1903 09/01/1873 5 578
BERGEN DITCH TURKEY CREEK 128.000 68.000 60.000 C 09/24/1935 10/24/1885 9 535
BERGEN DITCH WEAVER CR WEAVER CREEK 105.000 65.000 40.000 C 09/24/1935 10/24/1885 9 1003
BERGER WELL 9120-F GROUNDWATER 0.660 0.660 0.000 C 12/31/1971 04/06/1965 2 5358
BERKELEY PORTABLE PUMP SOUTH PLATTE RIVER 1.098 1.098 0.000 C 12/31/1970 01/15/1906 1 9115
BEUCK DITCH EAST BIJOU CREEK 22.000 22.000 0.000 C 11/21/1895 09/15/1889 1 683
BEUCK RES EAST BIJOU CREEK 75.000 75.000 0.000 A 11/21/1895 09/15/1889 1 3584
BIG 5 RES BOXELDER CREEK 385.000 385.000 0.000 A 01/15/1914 09/15/1906 1 3611
BIJOU VALLEY D SYS PL BIJOU CREEK 6.000 6.000 0.000 C 01/15/1914 05/15/1906 1 550
BLIVENS DITCH LYKINS GULCH 2.500 1.000 1.500 C 03/13/1907 06/01/1870 5 685
BORGMAN SEEP D PUMP NO 1 SEEPAGE 2.500 2.500 0.000 C 02/25/1971 04/13/1967 5 689
BORGMAN SEEP D PUMP NO 2 SEEPAGE 2.500 2.500 0.000 C 02/25/1971 04/13/1967 5 690
BOWLES DITCH DRY CREEK 5.000 5.000 0.000 C 10/09/1895 04/16/1891 7 524
BOXELDER CHANNEL DITCH 2 BOX ELDER CREEK 2 500 2.500 0.000 C 04/22/1922 05/01/1880 3 764
BOXEI DER DRAIN TILE SEEPAGE 1.580 1.580 0.000 C 09/10/1953 06/20/1902 3 1119
BOXELDER RES 1 BOX ELDER CREEK 570.000 570.000 0.000 A 12/09/1904 07/01/1883 3 3717
.D MCCLELLEN DITCH 1 LONE TREE CREEK 25.870 25.870 0.000 C 01/15/1914 10/01/1885 1 647
D MCCLELLEN DITCH 2 LONE TREE CREEK 84.000 84 000 0.000 C 01/15/1914 06/05/1885 1 648
BOYD RES 2 LONE TREE CREEK 92.100 92.100 0.000 A 01/15/1914 03/22/1905 1 3641
BRANTNER WELL 12836 GROUNDWATER 1.240 1.240 0.000 C 12/31/1971 07/26/1951 2 5525
BRIGHTON WELL 6318 GROUNDWATER 0.300 0.300 0.000 C 12/31/1975 10/29/1941 2 5558
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
BROMLEY WELL 1 GROUNDWATER 0.888 0.888 0.000 C 12/31/1972 06/30/1940 2 5014
BROMLEY WELL 2 GROUNDWATER 0.101 0.101 0.000 C 12/31/1972 05/31/1956 2 5015
BROMLEY WELL 3 GROUNDWATER 0.101 0.101 0.000 C 12/31/1972 05/31/1956 2 5570
BROWN WELL 5037-F GROUNDWATER 0.650 0.650 0.000 C 12/31/1972 01/27/1964 1 5862
BRUSH WELL 10970-F GROUNDWATER 0444 0.444 0.000 C 12/31/1972 06/27/1966 1 5880
BUCKERS DITCH SOUTH PLATTE RIVER 121.870 121.870 0.000 C 04/28/1883 07/08/1879 2 823
BURROUGHS WELL 1-4174-F GROUNDWATER 1.990 1.990 0.000 C 12/31/1972 07/31/1918 2 5596
BUSHMAN DITCH BEAVER CREEK 152.000 152.000 0.000 C 11/04/1922 03/21/1898 1 528
C WAHL DITCH KIOWA CREEK 180.000 180.000 0.000 C 01/15/1914 10/03/1900 1 592
CABLE WELL 1-RF-172 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 04/16/1946 1 5918
CAIN WELL 1-014505-F GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 07/10/1960 2 5600
CAMERON DITCH GODDING HOLLOW 2.000 2.000 0.000 C 12/31/1980 11/01/1980 5 696
CANON CANAL CO DITCH CACHE LA POUDRE RIV 8.600 1.580 7.020 C 04/11/1882 03/15/1868 3 1188
CANON CANAL CO DITCH CACHE LA POUDRE RIV 48,880 16.370 32.510 C 04/11/1882 03/20/1673 3 1188
CARLSON WELL I-6624F GROUNDWATER 2.000 2.000 0O00 C 12/31/1971 03/31/1965 2 5655
CARLSON-CARLSN SWANSON D DRAINAGE 7.700 7.700 0.000 C 02/25/1971 12/31/1915 5 697
CARNATION WELL 2-3281F GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 07/24/1961 2 5663
CARR RES PP LONE TREE CREEK 0.950 0.950 0.000 C 01/15/1914 08/01/1870 1 649
CARTER DITCH BUCKHORN CREEK 2.000 2.000 0.000 C 06/29/1916 04/01/1869 4 576
CARTER DITCH BUCKHORN CREEK 5.000 2.000 0.000 C 06/29/1916 11/30/1889 4 576
CAVEY WELL 11158-F GROUNDWATER 0.890 0.890 0.000 C 12/31/1971 09/08/1966 2 5673
CHAMBERS WELL 1-13158F GROUNDWATER 2.667 2.667 0.000 C 12/31/1972 12/31/1921 2 5695
CHAPMAN MCCASLIN DITCH ST VRAIN CREEK 98.130 78.130 20.000 C 06/02/1882 03/10/1862 5 546
CITY OF BRIGHTON 019809E GROUNDWATER 0.889 0.889 0.000 C 12/31/1975 12/31/1933 2 5720
CITY OF BRIGHTON 019809F GROUNDWATER 1.389 1.389 0.000 C 12/31/1975 12/31/1910 2 5720
CLARK JAMES DITCH WEST BIJOU CREEK 288.000 288_000 0.000 C 01/15/1914 04/01/1907 1 735
COCHRAN WELL 1-26527-R GROUNDWATER 0.900 0.900 0.000 C 12/31/1972 03/01/1917 2 5733
COLABELLO WELL 1-13713F GROUNDWATER 0.450 0.450 0.000 C 12/31/1975 06/20/1950 1 6026
COLABELLO WELL 2-13714F GROUNDWATER 0.260 0.260 0.000 C 12/31/1975 06/20/1957 1 6027
OLABELLO WELL 3-13715F GROUNDWATER 0.390 0.390 0.000 C 12/31/1975 06/20/1940 1 6028
LABELLO WELL 4-13694FGROUNDWATER 0.400 O400 0.000 C 12/31/1975 07/23/1954 1 6029
LO HWY WELL 3 GROUNDWATER 0.360 0.360 0.000 C 12/31/1972 04/06/1960 2 8172
COLO INVEST FUND WELL 1 GROUNDWATER 0.038 0.038 0.000 C 12/31/1972 11/30/1910 3 5188
COLO INVEST FUND WELL 2 GROUNDWATER 0.027 0.027 0.000 C 12/31/1972 11/30/1910 3 5187
CONSOL ROCK WELL 2-12536 GROUNDWATER 0667 0.667 0.000 C 12/31/1972 05/01/1946 2 5763
CONSOL ROCK WELL 3-12537 GROUNDWATER 0.222 0_222 0.000 C 12/31/1972 05/01/1948 2 5764
CONTER DITCH BIJOU CREEK 44.000 44.000 0.000 C 06/29/1925 01/17/1908 1 736
COOMES WELL 2-12864 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 12/30/1954 2 5784
COON PUMPING PLANT CROW CREEK 3.000 3.000 0.000 C 01/13/1936 08/01/1909 1 737
CORNWELL WELL 17306 GROUNDWATER 0.044 0.044 0.000 C 12/31/1972 09/25/1963 1 6106
CORSENTINO WELL 2-15425 GROUNDWATER 0520 0.520 0.000 C 12/31/1972 06/30/1972 2 5799
CORSENTINO WELL 2-2260-F GROUNDWATER 0.056 0.056 0.000 C 12/31/1972 08/11/1959 2 5801
CORSENTINO WELL 4-9329-F GROUNDWATER 0.078 0.078 0.000 C 12/31/1972 04/22/1965 2 5803
CORSENTINO WELL 5-9330-F GROUNDWATER 0.062 0.062 0.000 C 12/31/1972 04/26/1965 2 5804
CORSENTINO WELL 6 GROUNDWATER 0.078 0.078 0.000 C 12/31/1972 04/22/1965 2 5805
COVINGTON/SUTTON/TAYLOR GROUNDWATER 0.330 0.330 0.000 C 12/31/1972 06/30/1953 1 6134
CRAVEN DITCH WEST BIJOU CREEK 1.000 1.000 0.000 C 11/21/1895 02/10/1889 1 788
CURRY FLOOD DITCH SAN ARROYA CREEK 120.000 120.000 0.000 C 01/15/1914 08/01/1893 1 789
CUTLER WELL 2-11785 GROUNDWATER 2.280 2.280 0.000 C 12/31/1972 07/30/1933 2 5824
D T DITCH DEER TRAIL CREEK 71.720 71.720 0.000 C 01/15/1914 04/23/1907 1 557
DALTON DITCH DRAINAGE 1.000 1.000 0.000 C 06/21/1926 12/31/1893 6 680
DALTON INLAND KIRTON D DRAINAGE 1.700 1.700 0.000 C 06/21/1926 12/31/1894 6 681
DAVIS DITCH ABRAHAM GULCH 1.000 1.000 0.000 C 03/13/1907 05/04/1894 5 952
DAVIS WELL 1 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 10/05/1955 1 6279
DAVIS WELL 1-014494-F GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 11/06/1946 64 5375
DAVIS WELL 1-CP10155 GROUNDWATER 1.220 1.220 0.000 C 12/31/1971 11/10/1965 64 5377
DEKALB WELL 2-16162 GROUNDWATER 0.175 0.175 0.000 C 12/31/1972 04/26/1952 2 5884
DEKALB WELL 3-16161 GROUNDWATER 2.000 2.000 0.000 C 12/31/1972 04/29/1952 2 5885
DELTA DITCH SAN ARROYA CREEK 4.000 4.000 0.000 C 01/13/1936 03/12/1925 1 544
DEMERS WELL 2-3711F GROUNDWATER 4000 4.000 0.000 C 12/31/1972 08/31/1962 64 5384
DEMERS WELL 3-6801F GROUNDWATER 4.000 4.000 0.000 C 12/31/1972 01/31/1965 64 5385
ERT DITCH KIOWA CREEK 0.000 0.000 0.000 C 01/15/1914 04/01/1906 1 589
1ERT DITCH KIOWA CREEK 140.000 140.000 0.000 C 01/15/1914 10/23/1895 1 589
.1 EMAN SPRING 1 SO FORK SO PLATTE 0 200 0.200 0.000 C 03/24/1953 12/31/1900 23 798
DIXON MILL DITCH ST VRAIN CREEK 6.000 6.000 0.000 C 02/25/1971 11/17/1958 5 576
DIXON MILL DITCH ST VRAIN CREEK 57400 57.400 0.000 C 06/01/1926 12/01/1873 5 576
DOBNER WELL 8729 GROUNDWATER 0.350 0350 0.000 C 12/31/1972 07/31/1956 1 6352
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
DONOVAN DITCH CROW CREEK 4.000 4 O00 0.000 C 01/15/1914 01/09/1894 1 619
DOUD DITCH HORSE CREEK 3-700 3.700 0.000 C 07/23/1951 09/29/1920 5 501
DOUD DITCH HORSE CREEK 3.700 3.700 0.000 C 12/31/1973 10/07/1920 5 501
DOVER CANAL LONE TREE CREEK 40.000 40.000 0.000 C 01/15/1914 01/15/1911 1 651
DOVER RES LONE TREE CREEK 336.000 336-000 0.000 A 01/15/1914 01/15/1911 1 3639
DREYER WELL 1-419 GROUNDWATER 2.600 2.600 0.000 C 12/31/1972 04/07/1954 2 5966
DRURY RES 2 COAL CREEK 0.000 0.000 0.000 A 11/21/1895 10/06/1891 1 3626
EAST GULCH DITCH EAST GULCH 6.800 6.800 0.000 C 01/15/1914 11/14/1895 1 570
EATON WELL 4-14523 GROUNDWATER 2.670 2.670 0.000 C 12/31/1972 12/31/1937 2 6022
EDMISTON DITCH BUFFALO CR TR SF S P 10.000 8.500 1.500 C 05/22/1913 05/01/1874 23 582
EDWARDS GILL DITCH FORT MORGAN SEWER 7.120 7.120 0.000 C 01/15/1914 06/12/1907 1 690
EILAND WELL 1-10429 GROUNDWATER 0.110 0.110 0.000 C 12/31/1971 12/31/1960 2 6036
ELVA WHITE PIPELINE SPRING 0.800 0.800 0.000 C 02/25/1971 07/24/1924 5 728
EMERSON BROS DITCH LONE PINE CREEK 29.880 29.880 0.000 C 04/11/1882 04/15/1882 3 1037
EPPINGER W 1-9381-F GROUNDWATER 1.770 1.770 0.000 C 12/31/1972 04/27/1965 2 6059
EVANS DITCH ST VRAIN CREEK 4.000 4.000 0.000 C 03/13/1907 04/10/1868 5 729
EWING WELL 1-11170 GROUNDWATER 2.670 2.670 0.000 C 12/31/1971 07/12/1955 2 6103
FARLEY WELL 1-11437 GROUNDWATER 1.440 1.440 0.000 C 12/31/1971 04/30/1954 2 6118
FARLEY WELL 2-14785 GROUNDWATER 1.280 1.280 0.000 C 12/31/1971 12/31/1933 2 6120
FEHRINGER WELL 2-6082 GROUNDWATER 0.667 0-667 0.000 C 12/31/1972 07/30/1964 64 5484
FERGUSON WELL NO 19806S GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 08/28/1952 2 6159
FERGUSON WELL NO 19807R GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 04/10/1943 2 6160
FINDEIS WELL 1-11031 GROUNDWATER 0/50 0.750 0.000 C 12/31/1972 12/31/1940 1 6532
FINDEIS WELL 2-11032 GROUNDWATER 0.750 0-750 0.000 C 12/31/1972 12/31/1940 1 6533
FLANAGAN CO WELL 5958F GROUNDWATER 1.260 1 260 0.000 C 12/31/1975 07/27/1964 2 6184
FLANAGAN WELL 1-12503 GROUNDWATER 1.780 1.780 0.000 C 12/31/1972 04/01/1924 2 5025
FLANAGAN WELL 2-13156-F GROUNDWATER 1.550 1.550 0.000 C 12/31/1972 10/01/1952 2 5026
FLANAGAN WELL 3-6586F GROUNDWATER 1-880 1.880 0.000 C 12/31/1972 10/10/1964 2 5028
FORD WELL 1 GROUNDWATER 0.700 0.700 0.000 C 12/31/1972 05/15/1930 2 6192
T COLLINS PIPELINE CACHE LA POUDRE RIV 10.000 10.000 0.000 C 09/10/1953 12/31/1904 3 906
T COLLINS PIPELINE CACHE LA POUDRE RIV 39990 39.990 0.000 C 09/10/1953 12/31/1948 3 906
STER SPRING DITCH SPRING 3_700 3.700 0.000 C 06/01/1926 04/30/1883 5 961
FOSTER WELL 1 GROUNDWATER 0.220 0.220 0-000 C 12/31/1972 05/15/1954 2 6196
FOSTER WELL 2 GROUNDWATER 0-330 0.330 0.000 C 12/31/1972 06/23/1932 2 6197
FOSTER WELL 3 GROUNDWATER 0.277 0.277 0.000 C 12/31/1972 06/10/1954 2 6198
FOSTER WELL 5-30452 GROUNDWATER 0220 0.220 0.000 C 12/31/1972 04/17/1967 2 6200
FREI 8 SONS WELL 1 GROUNDWATER 0.889 0-689 0.000 C 12/31/1972 06/10/1944 2 6210
FREI WELL R-10880 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 04/01/1942 2 6213
FUGITA WELL 014506-F GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 03/15/1925 2 6262
FUKAYE WELL 3-13141 GROUNDWATER 1-110 1.110 0.000 C 12/31/1972 03/31/1954 2 6265
FUKAYE WELL 4-14509 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 04/15/1940 2 6266
FUKAYE WELL 5-14508 GROUNDWATER 0880 0.880 0.000 C 12/31/1972 04/15/1940 2 6267
FUKAYE WELL 6-14510 GROUNDWATER 0.880 0.880 0.000 C 12/31/1972 04/15/1940 2 6268
FULTON DITCH SOUTH PLATTE RIVER 450.000 200.000 250.000 C 11/27/1906 04/25/1906 2 808
FULTON DITCH SOUTH PLATTE RIVER 450-000 200.000 250.000 C 11/27/1906 04/03/1905 2 808
G W PIPELINE SEEPAGE 3.000 3-000 0.000 C 12/31/1970 12/17/1903 5 736
GAGE PIPELINE SEEPAGE 0.480 0.480 0.000 C 02/25/1971 12/31/1925 5 737
GARRETT BROS SEEP DITCH SEEPAGE 2.000 2.000 0.000 C 04/22/1922 06/27/1904 3 1114
GEHRING WELL 1-12457 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 06/20/1925 1 6638
GERK WELL 3-P04242 GROUNDWATER 1.440 1.440 0.000 C 12/31/1972 06126/1963 64 5563
GERMAN DITCH BIG DRY CREEK 85.000 45.000 40-000 C 08/02/1918 11/25/1885 2 872
GIBSON RES 1 WALKER GULCH 74.650 74.650 0.000 A 01/15/1914 11/15/1892 1 3819
GILL SEEP WASTE DRAIN D SLOUGHS 1.500 1.500 0.000 C 01/15/1914 11/25/1911 1 691
GILL STEVENS DITCH SOUTH PLATTE RIVER 23.000 23.000 0.000 C 11/21/1895 09/03/1889 1 520
GILLETTE PIPELINE CABIN CREEK 1.000 1.000 0.000 C 02/25/1971 06/01/1915 5 740
GILPIN DITCH NORTH CLEAR CREEK 4.910 4.910 0.000 C 10/09/1914 06/22/1893 7 573
GINI SUMP 1 GROUNDWATER 1.200 1.200 0.000 A 12/31/1972 12/15/1875 5 741
GLENN DITCH SAN ARROYA CREEK 20.000 20.000 0.000 C 01/13/1936 08/01/1929 1 546
GRAHAM WELL 1-10175 GROUNDWATER 3.110 3.110 0.000 C 12/31/1972 06/02/1938 1 5125
GRAND VIEW SEEP DITCH SLOUGHS 4.000 4.000 0.000 C 01/15/1914 05/15/1907 1 689
GREAT WESTERN SEEP SEEPAGE 1.250 1.250 0.000 C 12/31/1970 02/01/1942 5 743
GORY SPRING PL SPRING 0.470 0.470 0.000 C 02/25/1971 12/31/1908 5 722
FIN DITCH NORTH GRIFFIN GULCH 3.970 3.970 0.000 C 03/13/1907 04/01/1895 5 599
IFFIN DITCH SOUTH GRIFFIN GULCH 2.500 2.500 0.000 C 03/13/1907 04/01/1881 5 600
GROVES WELL 1-5140-F GROUNDWATER 0.298 0.298 0.000 C 12/31/1972 02/12/1964 64 5039
GROVES WELL 2 GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 12/31/1930 1 6767
GROVES WELL 2-6635-F GROUNDWATER O689 0.689 0.000 C 12/31/1972 03/01/1964 64 5040
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
HALL N&S DITCHES S FORK ST VRAIN CREEK 7.100 7.100 0.000 C 07/23/1951 05/11/1919 5 518
HALL PIPELINE SEEPAGE 1.670 1.670 0.000 C 02/25/1971 02/11/1966 5 778
HALL WELL 2-38790 GROUNDWATER 0.088 0.088 0.000 C 12/31/1972 03/04/1970 1 6814
HALL WELL 3-44052 GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 06/14/1971 1 6815
HARDSCRABBLE DITCH ST VRAIN CREEK 28.000 28.000 0.000 C 03/13/1907 03/13/1888 5 745
HAROLD HENNIGH SEEP CL SEEPAGE 14.500 14.500 0.000 C 02/25/1971 04/01/1938 5 746
HARRIS WELL 2 GROUNDWATER 0.111 0.111 0.000 C 12/31/1972 12/31/1935 64 5599
HASTIE W 1 GROUNDWATER 1.230 1.230 0.000 C 12/31/1972 08/31/1935 2 6514
HAVER DITCH 4 SO FORK SO PLATTE 9.750 9.750 0.000 C 05/18/1918 06/15/1903 23 554
HAVER DITCH 5 SO FORK SO PLATTE 9.750 9.750 0.000 C 05/18/1918 06/15/1903 23 555
HAYES DITCH DRY CREEK 3.000 3.000 0.000 C 03/13/1907 02/28/1903 5 751
HEEL WELL 14730 GROUNDWATER 0.266 0.155 0.111 C 12/31/1972 12/31/1947 2 5037
HENDERSON PICKLE W 1037 GROUNDWATER 0.033 0.033 0.000 C 12/31/1971 06/01/1940 2 6548
HENDERSON RES&PL BEAVER CREEK 5.849 5.849 0.000 A 02/25/1971 05/17/1960 5 921
HERGENREDER SEC 33 DIVR SEEPAGE 2.750 2.750 0.000 C 02/25/1971 06/30/1957 5 754
HESSE WELL 10271 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 01/03/1957 2 6560
HEZLEP WELL 1 GROUNDWATER 0 144 0.144 0.000 C 12/31/1972 01/01/1945 2 6561
HICKS WELL 1-21233 GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 04/30/1957 1 6921
HIDE AWAY WELL 1-12209 GROUNDWATER 1.060 1.06D 0.000 C 12/31/1972 04/22/1960 2 6563
HIDE AWAY WELL 2-12210 GROUNDWATER 0.444 0.444 0.000 C 12/31/1972 04/22/1960 2 6564
HIDE AWAY WELL 3-04436-F GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 07/25/1963 2 6565
HILL WELL 2 GROUNDWATER 0 040 0.040 0.000 C 12/31/1972 02/28/1952 2 6580
HILL WELL 3 GROUNDWATER 0.044 0.044 0.000 C 12/31/1972 05/15/1958 2 6581
RIMES WELL 1-14837 GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 05/15/1950 2 6587
RIMES WELL 2-14836 GROUNDWATER 2.550 2.550 0.000 C 12/31/1971 05/15/1950 2 6588
RIMES WELL 3-14838 GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 06/18/1954 2 6589
HISHINUMA WELL 1 GROUNDWATER 1.333 1.333 0.000 C 12/31/1972 03/23/1936 2 6591
HOLDORF DITCH 1 COAL CREEK 20.000 20.000 0.000 C 06/29/1925 07/21/1923 1 634
HOLDORF DITCH 2 COAL CREEK 20.000 20.000 0.000 C 06/29/1925 07/21/1923 1 686
OLMES DITCH LONE TREE CREEK 4.000 4.000 0.000 C 01/15/1914 03/01/1888 1 673
NDIUS CASCADE PL 1 FALL RIVER 13.000 13.000 0.000 C 11/14/1939 11/10/1908 4 557
NDIUS CASCADE PL 3 FALL RIVER 22.500 22.500 0.000 C 11/14/1939 06/30/1919 4 558
HOPEWELL RES 1 WEST BIJOU CREEK 1839.000 1839 000 0.000 A 01/15/1914 08/22/1903 1 3826
HOTCHKISS WELL 1-6014 GROUNDWATER 0.388 0 388 0.000 C 12/31/1976 07/20/1964 1 9156
HOTCHKISS WELL 2-6015 GROUNDWATER 0.670 0.670 0.000 C 12/31/1976 07/22/1964 1 9157
HUEBNER WELL 1-R981 GROUNDWATER 0.890 0.890 0.000 C 12/31/1973 08/30/1929 2 6632
HUEBNER WELL 2-R982 GROUNDWATER 0.660 0.660 0.000 C 12/31/1973 03/30/1936 2 6633
HUNT WELL 2-8591 GROUNDWATER 0.075 0.075 0.000 C 12/31/1972 12/31/1925 1 5167
HUNT WELL 3-8592 - GROUNDWATER 0.277 0.277 0.000 C 12/31/1972 10/30/1955 1 5168
I D MILLER WELL LONE TREE CREEK 4.550 4.550 0.000 C 11/21/1895 06/01/1889 1 670
INOUYE WELL 1-4525 GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 06/01/1957 2 6651
IRTHUM WELL NO. 10897 GROUNDWATER 0.400 0.400 0.000 C 12/31/1981 05/01/1940 2 6663
ISAAC D MILLER DITCH LONE TREE CREEK 1.000 1.000 0.000 C 11/21/1895 02/01/1882 1 669
J ALLEN WATER POWER RT CHICAGO CREEK 20.000 20.000 0.000 C 10/09/1914 04/09/1894 7 590
J F JONES LAKE 1 SOUTH BOULDER CREEK 1.000 1.000 0.000 A 03/13/1907 11/15/1891 6 4205
J F JONES LAKE 1 SOUTH BOULDER CREEK 5.000 5.000 0.000 A 03/13/1907 03/15/1902 6 4205
JACKPOT RES WILD CAT CREEK 160.000 160.000 0.000 A 01/15/1914 02/28/1908 1 3597
JACKSON DITCH BUFFALO CR TR SF S P 5.000 4.000 1.000 C 05/22/1913 05/01/1874 23 583
JACKSON LAKE WELL 08585 GROUNDWATER 0.044 0.044 0.000 C 12/31/1975 05/10/1961 1 8652
JACQUEZ WELL 1-10833 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 12/31/1940 2 6677
JACQUEZ WELL 2-10835 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 06/30/1954 2 6678
JAMES MAULDIN DITCH RUNNING CREEK 1.500 1.500 0.000 C 11/21/1895 05/12/1882 1 617
JEFFERSON LAKE DITCH JEFFERSON LAKE 546.000 516.000 30.000 C 10/18/1889 06/25/1888 23 1080
JOBBINS DITCH DRY CREEK 4.400 3400 1.000 C 02/25/1971 01/01/1917 5 787
JOHN B HIXON DITCH CHERRY CREEK 0.000 0.000 0.000 C 12/10/1883 03/21/1876 8 1391
JOHN WELL 1-11622-F GROUNDWATER 2.220 2.220 0.000 C 12/31/1971 07/10/1932 2 6697
JOHNSON WELL 1 GROUNDWATER 1.550 1.550 0.000 C 12/31/1972 12/31/1937 64 5692
JOHNSON WELL 15200-F GROUNDWATER 0.044 0.044 0.000 C 12/31/1971 12/31/1937 1 7035
JULESBURG SCHOOL WELL 3 GROUNDWATER 0.330 0.330 0.000 C 12/31/1972 04/01/1956 64 5703
KAUTZ WELL 9615-F GROUNDWATER 1.550 1.550 0.000 C 12/31/1972 06/10/1965 64 5741
KINDER WELL 1-06352 GROUNDWATER 1.780 1.780 0.000 C 12/31/1972 11/01/1958 2 6805
BY WELL 14723 GROUNDWATER 0.700 0.700 0.000 C 12/31/1972 04/30/1948 2 6812
SEL WELL 1-13308 GROUNDWATER 0.260 0.260 0.000 C 12/31/1972 12/31/1939 1 7153
SSEL WELL 2-13307 GROUNDWATER 0.260 0260 0.000 C 12/31/1972 12/31/1934 1 7154
KIYOTA WELL 1-1048 GROUNDWATER 2.830 2.830 0.000 C 12/31/1971 04/30/1954 2 6816
KIYOTA WELL 2-1049 GROUNDWATER 2.540 2.540 0.000 C 12/31/1971 04/30/1954 2 6819
KLUG DITCH 2 BOXELDER CREEK 80.000 80.000 0.000 C 01/15/1914 02/22/1906 1 614
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
KLUG MEADOW DITCH BOXELDER CREEK 500.000 500-000 0.000 C 01/15/1914 05/01/1891 1 777
KNAUS DITCH SEEPAGE 3.100 3.100 0.000 C 12/31/1975 12/31/1908 5 793
KNAUS DITCH SEEPAGE 3.000 3.000 0.000 C 12/31/1974 05/31/1862 5 793
LARAMIE POUDRE CANAL LONE TREE CREEK 500.000 500.000 0.000 C 01/15/1914 02/01/1909 1 653
LARSEN WELL 1-11443 GROUNDWATER 0.722 0.722 0.000 C 12/31/1972 08/31/1938 1 7394
LARSEN WELL 1-2838F GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 06/30/1940 1 7397
LARSEN WELL 2-11444 GROUNDWATER 0.767 0.767 0.000 C 12/31/1972 05/31/1945 1 7395
LARSEN WELL 2-2839-F GROUNDWATER 0.660 0.660 0.000 C 12/31/1972 05/30/1951 1 7398
LARSEN WELL 3-11445 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 04/05/1956 1 7396
LARSON WELL 1-15009 GROUNDWATER 3.370 3.370 0.000 C 12/31/1972 05/20/1940 2 6940
LATORRA WELL 1-04046F GROUNDWATER 0.770 0.770 0-000 C 12/31/1972 05/08/1963 2 6949
LAWSON RES SOUTH BOULDER CREEK 8.000 8.000 0.000 A 03/13/1907 12/20/1900 6 4208
LAWSON RES SOUTH BOULDER CREEK 1.000 1.000 0.000 A 03/13/1907 04/20/1888 6 4208
LAYTON WELL 1-2267 GROUNDWATER 0.500 0.500 0.000 C 12/31/1972 12/31/1948 2 6954
LAYTON WELL 2-12268 GROUNDWATER 0.100 0.100 0.000 C 12/31/1972 04/30/1956 2 6955
LEECH WELL 1-5018-F GROUNDWATER 2.000 2.000 0.000 C 12/31/1972 12/31/1931 2 6965
LEHRER WELL 1-14801 GROUNDWATER 1.420 1.420 0.000 C 12/31/1972 06/30/1950 2 6973
LEHRERWELL2 GROUNDWATER 0.178 0.178 0.000 C 12/31/1972 07/05/1953 2 6974
LEI WELL 1 GROUNDWATER 0.933 0.933 0.000 C 12/31/1972 08/01/1964 64 5813
LEIS WELL 1-1942 GROUNDWATER 0.889 0.889 0.000 C 12/31/1972 12/31/1952 1 7432
LEIS WELL2-1943 GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 02/05/1953 1 7433
LEIS WELL 3-1944 GROUNDWAI ER 0610 0.610 0.000 C 12/31/1972 02/12/1953 1 7434
LINDERMAN WELL 1-12693F GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1930 2 6996
LITTLE MATTIE PIPELINE CHICAGO CREEK 49.350 49.350 0.000 C 10/09/1914 05/06/1889 7 610
LIVING SPRINGS DITCH COMANCHE CREEK 39.600 39.600 0.000 C 01/15/1914 03/01/1903 1 784
LOGAN CO SCH D VALLEY W1 GROUNDWATER 0.044 0.044 0.000 C 12/31/1972 07/01/1937 64 6560
LONE TREE DITCH LONE TREE CREEK 1.500 1.500 0.000 C 11/21/1895 05/15/1882 1 661
LONE TREE DITCH LONE TREE CREEK 1.500 1.500 0.000 C 01/15/1914 11/22/1895 1 661
LONE TREE DITCH LONE TREE CREEK 1.500 1.500 0.000 C 01/15/1914 06/21/1904 1 661
NG DRAW IRR DITCH LONG DRAW 1200.000 1200.000 0.000 C 01/15/1914 07/15/1886 1 609
NG WELL 14730 GROUNDWATER 1.130 1.130 0.000 C 12/31/1972 03/01/1946 2 7017
WER PLATTE BEAVER DR SOUTH PLATTE RIVER 150.000 150.000 0.000 C 01/15/1914 09/10/1911 1 699
M H DITCH 1 LONG GULCH 23.500 23.500 0.000 C 01/15/1914 06/20/1906 1 564
MADRON MFG WELL 2-1562 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 12/31/1935 2 7069
MADRON MFG WELL 3-1565 GROUNDWATER 0.550 0.550 0.000 C 12/31/1972 05/27/1955 2 7070
MAHR WELL R13365 GROUNDWATER 0.310 0.310 0.000 C 12/31/1972 05/07/1954 64 5860
MANLY WELL 2689-F GROUNDWATER 0.880 0.880 0.000 C 12/31/1971 09/29/1954 2 7075
MANN WELL 1-15253 GROUNDWATER 0.668 0.668 0.000 C 12/31/1972 04/28/1960 2 7076
MANN WELL 12 GROUNDWATER 0.557 0.557 0.000 C 12/31/1972 05/01/1948 2 7079
MANN WELL 13 GROUNDWATER 0.223 0.223 0.000 C 12/31/1972 03/15/1948 2 7080
MANN WELL 2-RF707 GROUNDWATER 0.668 0.668 0.000 C 12/31/1972 12/31/1948 2 7081
MANN WELL 3-RF708 GROUNDWATER 0.780 0.780 0.000 C 12/31/1972 05/21/1964 2 7082
MANTEY DITCH 3 LONE TREE CREEK 23.000 23.000 0.000 C 01/15/1914 03/15/1882 1 807
MANTEY DITCH 6 LONE TREE CREEK 5.000 5.000 0.000 C 01/15/1914 05/01/1873 1 808
MANUELLO WELL 5-375 GROUNDWAI ER 4.890 4.890 0_000 C 12/31/1971 04/27/1957 64 5867
MANUELLO WELL 7-374 GROUNDWATER 6.670 6.670 0.000 C 12/31/1971 01/06/1948 64 5869
MARTIN MARIETTA E SEEP D SEEPAGE 1.000 1.000 0.000 C 12/31/1972 03/01/1970 5 815
MARTIN MARIETTA TILE DR SEEPAGE 1.500 1.500 0.000 C 12/31/1972 04/01/1960 5 816
MARY E MILLER RES SOUTH BOULDER CREEK 1.000 1.000 0.000 A 03/13/1907 03/01/1892 6 4213
MARY E MILLER RES SOUTH BOULDER CREEK 3.000 3.000 0.000 A 03/13/1907 03/01/1897 6 4213
MARY LAWLESS RES WEST BIJOU CREEK 1712_700 1712.700 0.000 A 11/21/1895 12/23/1893 1 3929
MAYER WELL 2-2882 GROUNDWATER 2.200 2.200 0.000 C 12/31/1971 04/30/1945 2 7152
MCCANNE DITCH SOUTH PLATTE RIVER 40.000 40.000 0.000 C 06/15/1901 04/02/1895 2 868
MCCLELLAN BIRD DITCH LONE TREE CREEK 11.120 11.120 0.000 C 01/15/1914 09/15/1905 1 664
MCCLELLAN BIRD DITCH LONE TREE CREEK 13.880 13.880 0.000 C 01/15/1914 06/29/1909 1 664
MCCLELLAN DITCH LONE TREE CREEK 3.000 3.000 0.000 C 11/21/1895 07/13/1886 1 663
MCCLELLAN DITCH LONE TREE CREEK 3.000 3.000 0.000 C 01/15/1914 11/22/1895 1 663
MCCOY WELL 6-10343 GROUNDWATER 0.527 0.527 0.000 C 12/31/1971 01/16/1958 2 7184
MCDOWELL SEEP DITCH SPRING 16.000 16.000 0.000 C 12/31/1972 12/20/1972 1 811
MCDOY WELL 1 GROUNDWATER 0.067 0.067 0-000 C 12/31/1972 05/07/1963 2 7189
MCGEE DRAIN&SUMP DRAINAGE 1.350 1.350 0.000 C 02/25/1971 10/22/1963 5 822
GLOCHLIN WELL 013467E GROUNDWATER 0.780 0.780 0.000 C 12/31/1972 12/31/1932 2 7190
GLOCHLIN WELL 013468E GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1940 2 7191
CMURRAY WELL 1-R6240 GROUNDWATER 1.850 1.850 0.000 C 12/31/1972 08/01/1954 64 5894
MEADOW SPRINGS DITCH MEADOW SPRINGS CREEK 2.000 2.000 0.000 C 01/15/1914 06/01/1870 1 561
MEADOW SPRINGS DITCH MEADOW SPRINGS CREEK 6.000 6.000 0.000 C 01/15/1914 06/05/1897 1 561
MEADOW SPRINGS RES MEADOW SPRINGS CREEK 117.000 117.000 0.000 A 01/15/1914 06/15/1908 1 3586
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
MENDENHALL WELL 1 GROUNDWATER 0.133 0.133 0.000 C 12/31/1972 03/28/1957 2 7216
MENTER WELL RE-1185 GROUNDWATER 2.000 2.000 0.000 C 12/31/1972 07/16/1956 64 5087
MERRILL WELL 1-6365 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 05/30/1939 1 7644
MILL PUMPING SYS WELL 1 GRNDWTR-1953 ADJ 0.820 0.820 0.000 C 09/10/1953 05/31/1949 3 6343
MILL PUMPING SYS WELL 2 GRNDWTR-1953 ADJ 0.660 0.660 0.000 C 09/10/1953 05/31/1949 3 6344
MINER LONGAN DITCH LITTLE THOMPSON CR 40.800 40.800 0.000 C 06/29/1916 10/20/1896 4 599
MONHEISER WELL 2-1065 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 12/31/1936 64 5945
MOORE RES 1 DEER TRAIL CREEK 114.000 114.000 0.000 A 01/15/1914 04/01/1894 1 3577
MOORE RES 2 DEER TRAIL CREEK 23.000 23.000 0.000 A 01/15/1914 04/01/1905 1 3578
MOUNTAIN MEADOW DI ICH BEAR CREEK 2.800 2.800 0.000 C 09/24/1935 05/01/1879 9 830
MOUNTAIN SUPPLY RES 8 N FK CAC LA POUDRE R 482.000 482.000 0.000 A 04/22/1922 02/10/1905 3 3694
MYERS WELL 1-16513-F GROUNDWATER 0.700 0.700 0.000 C 12/31/1972 06/03/1955 2 7406
MYERS WELL 2-16514-F GROUNDWATER 0.700 0.700 0.000 C 12/31/1972 06/03/1955 2 7407
MYERS WELL 3 GROUNDWATER 0.050 0.050 0.000 C 12/31/1972 05/30/1950 2 7408
MYLANDER WELL 1-20077 GROUNDWATER 0.235 0.235 0.000 C 12/31/1971 04/08/1957 1 7774
MYLANDER WELL 2-04168-F GROUNDWATER 1.330 1.330 0.000 C 12/31/1971 05/31/1963 1 7776
MYLANDER WEL I. 2-21095 GROUNDWATER 0.529 0.529 0.000 C 12/31/1971 04/08/1957 1 7777
NAKATA WELL 1-708 GROUNDWATER 0.178 0.178 0.000 C 12/31/1972 06/15/1939 2 7416
NAKATA WELL 2-709 GROUNDWATER 0.200 0.200 0.000 C 12/31/1972 06/15/1941 2 7418
NAKATA WELL 3-710 GROUNDWATER 0.133 0.133 0.000 C 12/31/1972 04/15/1954 2 7419
NECESSITY DITCH WEST CHERRY CREEK 6.670 3.670 3.000 C 12/10/1883 06/26/1882 8 1418
NEWMAN WELL 1 4433 GROUNDWATER 1.222 1.222 0.000 C 12/31/1972 04/05/1956 2 7450
NILE DITCH WILD CAT CREEK 42.500 42.500 0.000 C 01/15/1914 08/29/1904 1 819
NORWOOD WELL. 1-12393 GROUNDWATER 1.060 1.060 0.000 C 12/31/1972 03/01/1955 1 7835
NORWOOD WELL 2-RF-143 GROUNDWATER 0.906 0.906 0.000 C 12/31/1972 12/31/1916 1 7836
NYHOLT WELL 1-5970 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 04/30/1950 2 7513
OLSON DITCH ST VRAIN CREEK 2.000 2.000 0.000 C 03/13/1907 06/15/1861 5 515
OLSON WELL 1 GROUNDWATER 2.660 2.660 0.000 C 12/31/1972 07/01/1939 1 7858
OLSON WELL 2 GROUNDWATER 1.770 1.770 0.000 C 12/31/1972 07/02/1949 1 7859
RTH PIPELINE WASTE 1.400 1.400 0.000 C 02/25/1971 02/24/1967 5 848
SUKA WELL 2-11481-F GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 04/20/1956 64 6001
ID WELL 1 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/24/1926 64 6449
OVID WELL 2 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/24/1926 64 6450
OVID WELL 4 GROUNDWATER 0.670 0.670 0.000 C 12/31/1972 08/24/1926 64 6452
OWL CREEK DITCH OWL CREEK 2.500 2.500 0.000 C 01/15/1914 05/15/1907 1 674
PAGE FOSTER DITCH WEST BIJOU CREEK 8.000 8.000 0.000 C 11/21/1895 02/10/1888 1 567
PALIZZI WELL 1-6428F GROUNDWATER 1.780 1.780 0.000 C 12/31/1972 08/04/1964 2 7560
PALIZZI WELL 2-5648F GROUNDWATER 2.220 2.220 0.000 C 12/31/1972 05/17/1964 2 7563
PALIZZI WELL 3 GROUNDWATER 0.956 0.956 0.000 C 12/31/1972 04/15/1933 2 7564
PALMER WELL 1-12375 GROUNDWATER 0.550 0.550 0.000 C 12/31/1972 04/30/1941 1 7889
PALMER WELL 2-12376 GROUNDWATER 0.770 0.770 0.000 C 12/31/1972 05/31/1951 1 7890
PEED WELL 11042 GROUNDWATER 1.555 1.555 0.000 C 12/31/1971 05/01/1949 1 7929
PERROTT WELL 1-13792 GROUNDWATER 1.044 1.044 0.000 C 12/31/1972 01/01/1936 2 7604
PERROTT WELL 2-RF414 GROUNDWATER 0.467 0.467 0.000 C 12/31/1972 07/07/1967 2 7605
PERROTT WELL 3-13794 GROUNDWATER 0.333 0.333 0000 C 12/31/1972 01/01/1955 2 7606
PETERSON WELL 1-RF1 GROUNDWATER 0.490 0.490 0.000 C 12/31/1972 05/27/1965 2 7612
PETERSON WELL 2 GROUNDWATER 0.031 0.031 0.000 C 12/31/1972 07/01/1952 2 7613
PETERSON WELL 3 GROUNDWATER 0.130 0.130 0.000 C 12/31/1972 09/01/1932 2 7614
PETERSON WELL 4 GROUNDWATER 1.000 1.000 0.000 C 12/31/1972 12/31/1937 2 7615
PIERCE FIELD W 1-10940-F GROUNDWATER 0.500 0.500 0_000 C 12/31/1970 05/16/1966 1 7988
PIERCE FIELD W 3-12286-F GROUNDWATER 0.500 0.500 0.000 C 12/31/1970 09/05/1967 1 5278
PIT A SPRING PIPELINE SEEPAGE 2.567 2.567 0.000 C 12/31/1972 06/01/1968 5 860
PRIOLA WELL 10914 GROUNDWATER 1.780 1.780 0.000 C 12/31/1972 12/31/1943 2 7658
PROPP WELL 11076 GROUNDWATER 1.560 1.560 0.000 C 12/31/1972 07/31/1954 64 6080
QUERY WELL 1 GROUNDWATER 0.660 0.660 0.000 C 12/31/1972 07/09/1951 1 8040
R J LESS ES WELL 1-15956 GROUNDWATER 1.220 1.220 0.000 C 12/31/1972 03/01/1935 2 7719
R J LESS ES WELL 2 GROUNDWATER 0.033 0.033 0.000 C 12/31/1972 02/28/1928 2 7720
R J LESS ES WELL 3 GROUNDWATER 0.033 0.033 0.000 C 12/31/1972 12/31/1915 2 7721
REASONER WELL 1 GROUNDWATER 1.110 1.110 0.000 C 12/31/1976 03/31/1936 2 7730
RED ROCK RANCH D 8 PL LEFT HAND CREEK 8.000 8.000 0.000 C 02/25/1971 03/05/1929 5 875
REED WELL 1-R7378 GROUNDWATER 0.590 0.590 0.000 C 12/31/1972 12/31/1935 2 7739
D WELL 2-R7377 GROUNDWATER 1.730 0E 1.730 0.000 C 12/31/1972 12/31/1910 2 7741
SE WELL 2 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1947 64 6129
SE WELL 2 GROUNDWATER 0.055 0.055 0 000 C 12/31/1972 12/31/1934 64 6124
REESE WELL 3 GROUNDWATER 0.066 0.066 0.000 C 12/31/1972 12/31/1964 64 6130
REESE WELL 3 GROUNDWATER 0055 0.055 0.000 C 12/31/1972 12/31/1934 64 6125
REESE WELL 4 GROUNDWATER 0.055 0.055 0-000 C 12/31/1972 12/31/1947 64 6131
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
REESE WELL 4 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1944 64 6126
REESE WELL6 GROUNDWATER 0.055 0.055 0.000 C 12/31/1972 12/31/1942 64 6133
REITHER WELL 1-10621 GROUNDWATER 0.610 0.610 0-000 C 12/31/1971 03/10/1956 2 7752
RENNER DITCH 1 KIOWA CREEK 10.710 9.000 0.000 C 01/05/1922 06/01/1888 1 588
REYNOLDS WELL H GROUNDWATER 0.267 0.267 0.000 C 12/31/1972 06/01/1946 2 7771
RICH WELL 1 GROUNDWATER 0.001 0.001 0.000 C 12/31/1972 12/31/1930 3 5438
RICHARDSON DITCH DRY CR LYKINS CANON 2.700 2.700 0.000 C 06/02/1882 06/15/1874 5 876
RIVERSIDE DITCH SOUTH PLATTE RIVER 16.000 16.000 0.000 C 11/21/1895 11/29/1886 1 710
RIVERSIDE EMBANKMENT DR SEEPAGE 5.000 5.000 0.000 C 01/15/1914 12/14/1908 1 698
ROBERTS LATERAL DITCH LONE TREE CREEK 5.000 5.000 0_000 C 01/15/1914 04/15/1900 1 660
ROBERTS WELL 1-CP10152 GROUNDWATER 1.336 1.336 0.000 C 12/31/1971 11/05/1965 64 6153
ROCK BLUFF DITCH ROCK BLUFF CREEK 50.000 50.000 0.000 C 01/15/1914 10/01/1900 1 554
ROUGH READY DITCH SOUTH PLATTE RIVER 31.270 31.270 0.000 C 12/10/1883 12/31/1867 8 1012
ROUGH READY DITCH SOUTH PLATTE RIVER 37.000 37.000 0.000 C 12/10/1883 12/31/1860 8 1012
ROWLEY DITCH CHERRY CREEK 4.000 2.000 0.000 C 03/03/1890 03/31/1884 8 1373
RUCKER WELL 1-7002 GROUNDWATER 1.110 1.110 0.000 C 12/31/1971 12/31/1915 2 7842
RUCKER WELL 2-7003 GROUNDWATER 0560 0.560 0.000 C 12/31/1971 12/31/1915 2 7843
RUOTE PUMP SYS DRAINAGE 1 000 1.000 0.000 C 12/31/1975 04/05/1952 5 880
RUOTE SEEP SUPPLY DRAINAGE 1 000 1 000 0.000 C 12/31/1975 12/13/1952 5 881
SACRAMENTO DITCH SACRAMENTO CREEK 60.000 18.000 42.000 C 10/18/1886 07/27/1886 23 760
SAN ARROYO DITCH SAN ARROYA CREEK 27.000 27.000 0.000 C 01/15/1914 05/01/1906 1 547
SAN ARROYO DITCH SAN ARROYA CREEK 27.000 27.000 0.000 C 01/15/1914 12/12/1889 1 547
SANBORN DITCH KITELEY GULCH 10.000 10.000 0.000 C 06/01/1926 01/05/1897 5 882
SAWMILL DITCH BIG THOMPSON RIVER 1.125 1.125 0.000 C 11/14/1939 06/30/1891 4 542
SCHAEFFER WELL 6939 GROUNDWATER 0.666 0.666 0.000 C 12/31/1972 12/31/1890 1 8251
SCHMIDT WELL 13602 GROUNDWATER 1.470 1.470 0.000 C 12/31/1972 06/20/1955 2 7997
SCHNELL WELL 14283 GROUNDWATER 0.610 0.610 0.000 C 12/31/1972 06/10/1945 2 8011
SCHREIBER WELL 014460-F GROUNDWATER 0.333 0.333 0.000 C 12/31/1972 04/15/1954 1 8316
SCHWINDT DITCH PP BADGER CREEK 2.700 2.700 0.000 C 01/13/1936 07/10/1930 1 543
COND CREEK FARMS WELL GROUNDWATER 0.045 0.045 0.000 C 12/31/1972 01/05/1950 2 8045
illiDGWICK WELL 1-1301 GROUNDWATER 0.560 0.560 0.000 C 12/31/1972 07/01/1919 64 6223
DGWICK WELL 3 14503 GROUNDWATER 0.560 0.560 0.000 C 12/31/1972 07/01/1920 64 6225
SEDGWICK WELL 4-14504 GROUNDWATER 0.560 0.560 0.000 C 12/31/1972 07/01/1920 64 6226
SEYLER WELL NO 1561R GROUNDWATER 2 670 2.670 0.000 C 12/31/1980 12/31/1935 2 8063
SHAFFER WELL GROUNDWATER 0.223 0.223 0.000 C 12/31/1972 11/29/1966 2 8072
SHAMBAUGH DITCH 2 WASTE 4.000 2.000 2_000 C 12/31/1977 04/04/1876 5 886
SHAVER WELL 4439-F GROUNDWATER 1.000 1.000 0.000 C 12/31/1971 07/15/1963 1 8340
SHEEP CREEK RES SHEEP CREEK 531.870 531.870 0.000 A 04/22/1922 10/03/1904 3 3680
SHOEMAKER DITCH SYS SOUTH PLATTE RIVER 1.000 1.000 0.000 C 01/15/1914 11/01/1904 1 694
SHOEMAKER DITCH SYS SOUTH PLATTE RIVER 10.000 10.000 0.000 C 01/15/1914 08/08/1906 1 694
SIDE HILL DITCH SOUTH PLATTE RIVER 94.800 56.800 38.000 C 04/28/1883 04/29/1882 2 821
SIGMAN WELL 1 GROUNDWATER 0.660 0.660 0.000 C 12/31/1972 03/31/1950 2 5074
SIGMAN WELL 2 GROUNDWATER 0.770 0.770 0.000 C 12/31/1972 12/31/1941 2 8101
SIGMAN WELL 3 GROUNDWATER 0.880 0.880 0.000 C 12/31/1972 12/31/1941 2 8102
SIMMONS WELL 1 GROUNDWATER 0.056 0.056 0.000 C 12/31/1972 01/07/1949 1 8359
SITES DITCH ST VRAIN CREEK 3.800 3.800 0.000 C 03/13/1907 04/01/1868 5 887
SIVERLY SEEPAGE DITCH DRAINAGE 0.500 0.500 0.000 C 02/25/1971 11/07/1960 5 888
SKELLEY OIL WELL 1-13774 GROUNDWATER 0.485 0.485 0.000 C 12/31/1972 12/31/1946 2 8111
SKELLEY OIL WELL 2-13775 GROUNDWATER 0.485 0.485 0.000 C 12/31/1972 12/03/1956 2 8112
SLATER PL A DRAINAGE 2.800 1.800 1.000 C 02/25/1971 06/01/1944 5 889
SLATER PL B DRAINAGE 2.800 1.800 1.000 C 02/25/1971 06/01/1944 5 890
SLATER TILE DRAIN A DRAINAGE 2.800 1.800 1.000 C 02/25/1971 06/01/1944 5 891
SLATER TILE DRAIN B DRAINAGE 2.800 1.800 1.000 C 02/25/1971 06/01/1944 5 892
SMITH WELL 1 GROUNDWATER 0.110 0.110 0.000 C 12/31/1972 03/04/1922 2 8120
SMITH WELL 13598 GROUNDWATER 1.000 1.000 0_000 C 12/31/1972 08/01/1936 64 6254
SNYDER CREEK DITCH SNYDER CREEK 1.100 1.100 0.000 C 05/18/1918 07/08/1884 23 1029
SOSEY DITCH N F ST VRAIN CREEK 2.000 2.000 0.000 C 03/13/1907 05/01/1877 5 514
SPA LIVING WELL 1-14772 GROUNDWATER 2.110 2.110 0.000 C 12/31/1972 05/23/1946 2 8151
SPECHT WELL 13393-F GROUNDWATER 1.440 1.440 0.000 C 12/31/1970 12/31/1922 1 8426
SPRATLEN WELL 1 GROUNDWATER 1.240 1.240 0.000 C 12/31/1972 02/01/1957 2 8155
SPRATLEN WELL 3 GROUNDWATER 2.670 2.670 0.000 C 12/31/1972 01/15/1954 2 8156
TLEN WELL 31 GROUNDWATER 1.270 1.270 0.000 C 12/31/1972 12/31/1933 2 8157
TLEN WELL 32 GROUNDWATER 0.688 0.688 0.000 C 12/31/1972 12/31/1931 2 8158
IIIIIIrR;TLEN WELL 33 GROUNDWATER 1.020 1.020 0.000 C 12/31/1972 12/31/1933 2 8159
SPRATLEN WELL 4 GROUNDWATER 1.630 1.630 0000 C 12/31/1972 02/01/1957 2 8160
SPRING&PINESCAPE PL 2 SPRING 0.270 0.270 0.000 C 02/25/1971 09/28/1960 5 900
SPRING CREEK DITCH ST VRAIN CREEK 1.700 1.700 0.000 C 06/02/1882 06/01/1872 5 899
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
ST VRAIN GOLD HILL DITCH S F ST VRAIN CREEK 2.000 2.000 0000 C 06/02/1882 10/25/1863 5 902
STANDLEY FLUME PL SOUTH CLEAR CREEK 200.000 200000 0.000 C 10/09/1914 08/01/1861 7 670
STANDLEY FLUME PL SOUTH CLEAR CREEK 120 000 120000 0.000 C 10/09/1914 12/31/1879 7 670
STRATTON WELL 1-16165-F GROUNDWATER 1.220 1.220 0.000 C 12/31/1973 04/15/1972 1 8516
STRATTON WELL 16797-F GROUNDWATER 1.780 1.780 0.000 C 12/31/1973 04/30/1973 1 8524
STROH FIELD DRAIN DRAINAGE 0.880 0-880 0.000 C 12/31/1981 09/30/1980 5 912
SUNKEN LAKE CANAL GREASEWOOD RAVINE 72.200 72.200 0.000 C 01/15/1914 05/13/1909 1 600
TASHIRO WELL 1-1926 GROUNDWATER 0.480 0.480 0.000 C 12/31/1972 12/31/1946 2 8300
TEST W 1 GROUNDWATER 1.330 1.330 0.000 C 12/31/1972 12/31/1924 2 8314
THIMMING WELL 2 GROUNDWATER 0.277 0.277 0.000 C 12/31/1972 08/01/1954 2 8324
THOMA WELL 6-6454F GROUNDWATER 0022 0.022 0.000 C 12/31/1972 05/01/1965 1 8619
THOMA WELL 7-6205F GROUNDWATER 0.350 0.350 0.000 C 12/31/1972 10/10/1964 1 8620
THOMAS J MOLLOY DITCH BEAVER CREEK 55-000 55.000 0.000 C 01/15/1914 02/07/1882 1 535
TITUS GOYN DITCH DRY CREEK 6.420 6.420 0-000 C 06/02/1882 04/01/1876 5 923
TOWER WELL 1-5928-F GROUNDWATER 0.380 0.380 0.000 C 12/31/1972 12/30/1972 2 8372
TRACY WELL 1 GROUNDWAI ER 1.330 1.330 0-000 C 12/31/1972 03/21/1955 2 8378
TROWEL DITCH SOUTH PLATTE RIVER 90.000 90.000 0.000 C 01/15/1914 12/27/1900 1 524
TUKE RES DITCH BADGER CREEK 34.440 34-440 0.000 C 01/15/1914 05/01/1906 1 541
TUTTLE WELL 1-10573 GROUNDWATER 2440 2.440 0.000 C 12/31/1972 04/13/1940 1 8671
TWIN LAKES RES UNNAMED CREEK 460-000 182.000 278.000 A 04/22/1922 10/17/1904 3 3684
TWO AMERICAN SISTERS PL SOUTH CLEAR CREEK 80-000 80.000 0.000 C 10/09/1914 06/04/1906 7 685
TWO AMERICAN SISTERS RES SOUTH CLEAR CREEK 371.680 371.680 0.000 A 10/09/1914 06/04/1906 7 684
ULIBARRI W 1-14570 GROUNDWATER 1.110 1.110 0.000 C 12/31/1972 06/30/1940 2 8467
ULLERY DITCH STEFLE GULCH 2-900 2.900 0.000 C 06/02/1882 07/01/1874 5 925
UNION DITCH SOUTH PLATTE RIVER 84.030 28.030 56.000 C 04/28/1883 11/02/1881 2 828
UNION DITCH SOUTH PLATTE RIVER 183.000 23_000 160.000 C 08/02/1918 06/23/1898 2 828
UNION PACIFIC RR WELL 1 GROUNDWATER 0.100 0.100 0.000 C 12/31/1972 12/31/1937 1 5365
UNION PACIFIC RR WELL 1 GROUNDWATER 0.133 0.133 0.000 C 12/31/1972 12/31/1939 1 5365
UNITED DITCH 1 DRY CREEK 17.330 17.330 0.000 C 06/01/1926 01/01/1877 5 926
VALLEY DITCH LONE TREE CREEK 6.000 6.000 0.000 C 01/15/1914 06/15/1895 1 658
.LLEY DITCH LONE TREE CREEK 1.000 1.000 0.000 C 11/21/1895 05/08/1888 1 658
UGHN WELL R-14165 GROUNDWATER 0.800 0.800 0.000 C 12/31/1972 09/20/1923 2 8451
VINCENT WELL 2-1115 GROUNDWATER 0.352 0.352 0.000 C 12/31/1972 06/30/1938 2 8458
W R BLOWER DITCH 1 LITTLE Tt1OMPSON CR 17.628 17-628 0.000 C 05/28/1883 05/01/1876 4 603
W R BLOWER DITCH 1 LITTLE THOMPSON CR 27.300 7.300 20.000 C 05/28/1683 04/01/1869 4 603
WADLIN LUNT DITCH OWL CREEK 0.000 0-000 0.000 C 11/21/1895 08/28/1888 1 845
WAGNER WELL 1307 GROUNDWATER 1.330 1-330 0.000 C 12/31/1971 05/31/1935 2 8476
WAHL DITCH KIOWA CREEK 23.000 23.000 0.000 C 01/15/1914 12/14/1905 1 590
WAITT RES PIPELINE N FK SOUTH CLEAR CR 35.000 35.000 0.000 C 10/09/1914 12/31/1865 7 696
WALCZYK WELL 1-03161-F GROUNDWATER 1.330 1.330 0.000 C 12/31/1978 05/19/1961 1 8777
WALDORF PIPELINE LEAVENWORTH CREEK 0.800 0.800 0.000 C 10/09/1914 10/01/1903 7 697
WARD RES NO 5 BEAR CREEK 63.160 62-950 0.210 A 09/24/1935 02/28/1889 9 4328
WASHITA DITCH COMANCHE CREEK 17.820 17.820 0.000 C 01/05/1922 05/28/1907 1 595
WASSMAN DITCH EAST BIJOU CREEK 14.000 14.000 0.000 C 01/15/1914 05/18/1906 1 559
WATSON WELL 5-10943-F GROUNDWATER 1.777 1.777 0.000 C 12/31/1972 05/02/1930 2 8506
WEBSTER DITCH BOX ELDER CREEK 5.200 5.200 0.000 C 04/22/1922 03/15/1888 3 1121
WEISBART 10-10169 GROUNDWATER 0.550 0.550 0.000 C 12/31/1972 01/31/1957 1 8863
WEISBART WELL 1-10161 GROUNDWATER 0.450 0.450 0.000 C 12/31/1972 08/25/1956 1 8865
WEISBART WELL 11-10170 GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 09/24/1956 1 8868
WEISBART WELL 1210171 GROUNDWATER 0-980 0.980 0.000 C 12/31/1972 06/30/1956 1 8869
WEISBART WELL 13-16379 GROUNDWATER 0.980 0.980 0.000 C 12/31/1972 07/15/1963 1 8870
WEISBART WELL 14-17773 GROUNDWATER 0.100 0.100 0.000 C 12/31/1972 03/19/1963 1 8871
WEISBART WELL 15-3996F GROUNDWATER 0.980 0.980 0.000 C 12/31/1972 03/19/1963 1 8872
WEISBART WELL 2-10162 GROUNDWATER 0.200 0.200 0.000 C 12/31/1972 11/30/1956 1 8878
WEISBART WELL 3-10163 GROUNDWATER 0.160 0.160 0-000 C 12/31/1972 04/19/1954 1 8884
WEISBART WELL 4-10164 GROUNDWATER - 0.490 0.490 0.000 C 12/31/1972 01/31/1954 1 8885
WEISBART WELL 5-10165 GROUNDWATER 1.020 1.020 0.000 C 12/31/1972 10/31/1953 1 8886
WEISBART WELL 7-10167 GROUNDWATER 0220 0.220 0.000 C 12/31/1972 08/31/1955 1 8888
WEISBART WELL 8-10168 GROUNDWATER 0.440 0440 0.000 C 12/31/1972 02/28/1957 1 8889
WEISBART WELL 9-2042F GROUNDWATER 0.220 0.220 0.000 C 12/31/1972 11/18/1958 1 8894
WENDT WELL 1 GROUNDWATER 2.220 2.220 0.000 C 12/31/1972 04/28/1955 64 6518
AL
RNER WELL 015581 GROUNDWATER 2.550 2.550 0.000 C 12/31/1972 04/30/1955 1 8926
TON DITCH BEAVER CR TR MF S PL 31.450 10.000 0.000 C 10/18/1889 05/16/1882 23 771
D HORSE RES 1 DRAINAGE 617.690 617.690 0.000 A 06/29/1925 11/19/1908 1 4105
WILD HORSE RES 8 DRAINAGE 12.730 12.730 0.000 A 06/29/1925 01/14/1909 1 4106
WILLIAM H DICKENS DITCH DRY CREEK 2.000 2.000 0.000 C 10/21/1902 11/01/1882 5 933
WILLIAMS DITCH DRY CREEK SOUTH 8.280 8.280 0.000 C 11/14/1939 04/25/1906 4 586
Division Engineer Revised Abandonment List December 26,2001
Structure Name Source Stream Decreed Abandoned Remaining U Adjudication Appropriation WD ID
• Amount Amount Amount Date Date
WILLIAMS DITCH 1 ANTELOPE CREEK 2.000 2.000 0.000 C 12/31/1973 01/01/1973 1 850
WILLIAMS MCCREERY O D SAN ARROYA CREEK 100.000 100.000 0 000 C 01/15/1914 06/22/1908 1 851
WILSON PIPELINE NO 1 O'BRIEN GULCH 0.500 0.500 0.000 C 09/28/1953 12/18/1917 6 675
WINNER DITCH DRY CREEK 4.000 4.000 0.000 C 03/13/1907 02/27/1904 5 935
WRIGHT WELL 1 GROUNDWATER 1.333 1.333 0-000 C 12/31/1972 03/31/1945 1 9065
WYLIE LIGHT FOLLMANN D BEAVER CREEK 27.500 27.500 0.000 C 01/15/1914 12/22/1895 1 531
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