HomeMy WebLinkAbout4.0 BOCC Staff Report 11.04.1991BOCC 11/4/91
PROJECT INFORMATION AND STAFF COMMENTS
REQUEST: Eastbank Commercial Center
Preliminary Plan
OWNER: Wayne Rudd and John Stanford
LOCATION: A parcel of land located in
Government Lots 9 and 18, Section
1, T7S, R89W of the 6th P.M.;
located off C.R. 154 just west of the
intersection with Highway 82
opposite the CMC turnoff.
SITE DATA: The site consists of 3.9 acres.
WATER: Individual well.
SEWER: Individual Sewage Disposal System.
ACCESS: Existing and proposed driveway.
EXISTING AND ADJACENT ZONING: CIL (Commercial Limited).
I. RELATIONSHIP TO THE COMPREHENSIVE PLAN
The subject property is located in District D - Rural Areas with Moderate
Environmental Constraints as designated on the Garfield County Comprehensive Plan
Management Districts Map.
II. DESCRIPTION OF THE PROPOSAL
A. Site Description: The subject properly consists of an excavated and graded
building site located west of and below the Highway 82 and C.R. 154
intersection. The site is currently developed with two (2) buildings separated by
a vacant building pad. The remainder of the property is occupied by
landscaping, driveways and parking areas.
B. Project Description: The applicants are proposing to split the subject property
into three (3) lots of 1.06, 1.1 and 1.7 acres in sizes (see enclosed text and plat).
C. Background: In 1990, the applicants obtained a Special Use Permit to allow for
the construction of two (2) buildings intended for storage. The first building was
constructed last year at the north end of the subject property and operated as
"File Finders", an office records storage facility. The second "storage" building
has not been constructed to date. A second generic commercial lease building
was constructed at the south end of the property in early 1991. This building is
currently leased to service commercial and contracting business.
In May, staff became aware that the applicants had split the subject property
into three (3) separate parcels in violation of the Subdivision Regulations. In
response to staff's concerns, the applicants have filed a sketch plan application
towards the goal of legally subdividing the property.
In July, the applicants submitted a sketch plan application to the Planning
Commission. Concerns included the shared wastewater system and its conflict
with zoning, adequacy of water and the adequacy of access. The preliminary
plan is substantially the same as the sketch plan.
III. REVIEW AGENCY COMMENTS
A. Colorado Division of Wa ter Resources: Existing well is appropriately permitted
for proposed uses. (see letter on page S ).
B. Colorado Department of Health: Concerned about the potential for
contamination of I.S.D.S. from various commercial uses. Concerned about
potential for groundwater contamination.
C. Colorado Division of Wildlife: No wildlife concerns.
D. Colorado Geological Survey: No major geologic hazards exist on the subject
property (see letter on page (9 ).
IV. MAJOR ISSUES AND CONCERNS
A. Water: There is currently a permitted well on the property. According to the
D.W.R. letter, the permit can accommodate up to three separate buildings
compliant with the proposed lot configuration. No well sharing or maintenance
agreements have been proposed. Blanket utility easements have been proposed
to include water lines.
B. Wastewater: The applicants are proposing to service the three (3) lots from an
existing I.S.D.S. located on lots 1 and 2. This arrangement presents concerns to
staff. The concept of a shared wastewater system is discouraged. The potential
for conflicts with differing ownership interests is great. In addition, Section
5.04.03 of the Zoning Resolution requires a minimum of two (2) acres for parcels
with I.S.D.S. and indi vidual wells. Parcels of] to 2 acres are allowed if domestic
water is provided from an approved central source. An individual well is not
considered an approved central source unless designated by Colorado
Department of Health. One form of relief from this regulation is to pursue a
Variance.
C. Roads: There are currently two (2) access points proposed to the subdivision.
One driveway, permitted by County Road and Bridge, accesses directly onto
C.R. 154. The northern driveway accesses the County road via an adjacent
private access easement. This is not a dedicated easement or County approved
driveway. Obtaining an easement and driveway permit should be required as a
prerequisite to Final Plat approval. No specific standards have been specified
for interior roads. The proposed roadway would need to be designed in
accordance with recently adopted road standards. The design capacity will be
based on a vehicle per day count using I.T.E. Trip Generation standards.
D. Utilities: Gas, telephone and electric utilities are currently available to the
property line.
E. Drainage: There is currently a stormwater retention basin on the site.
According to the drainage report, additional retention capacity will be required.
An engineered design and improvement plans will be required prior to the
approval of a final plat.
F. Fire Protection. No specific fire protection improvements are being proposed.
The Carbondale Rural Fire District has not commented on the subdivision
proposal. They have consulted with the Building Department on the design for
both of the existing buildings.
G. Zoning: Because of the lack of a central water system and the parcel size of less
than two (2) acres, the subdivision proposal conflicts with the Zoning
Resolution. Options include obtaining a Variance or a designation of the water
system as a "community system" by the Colorado Department of Health.
V. SUGGESTED FINDINGS
A. That proper publication, public notice and posting were provided as required by
law for the hearing before the Board of County Commissioners; and
B. That the hearing before the Board of County Commissioners was extensive and
complete, that all pertinent facts, matters and issues were submitted and that all
interested parties were heard at the hearing;
C. That the proposed subdivision of land is in general compliance with the
recommendations set forth in the Comprehensive Plan for the unincorporated
area of the County;
D. That the proposed subdivision of land conforms to the Garfield County Zoning
Resolution; and
E. That all data, surveys, analyses, studies, plans and designs as are required by the
State of Colorado and Garfield County have been submitted and, in addition,
have been found to meet all requirements of the Garfield County Subdivision
Regulations.
VI. RECOMMENDATION
At their meeting of October 9, 1991, the Planning Commission unanimously
recommended approval of the application, subject to the following conditions:
1. All representations of the applicant, either within the application or stated at the
public hearing before the Board of County Commissioners shall be considered
conditions of approval unless otherwise stated by the Board of County
Commissioners.
2. The applicant shall resolve the conflict between lot size and wastewater disposal
method by obtaining a Variance or a designation as a community water system
by C.D. of H. prior to the approval of a Final Plat.
3. The applicant shall establish a Property owner's association. The property
owner's association shall be incorporated in accordance with Colorado Revised
Statutes. The property owner's association shall be responsible for ownership
and maintenance of all common facilities to include, but not limited to; water,
sewer, utility drainage and road facilities. Protective covenants shall be prepared
and reviewed prior to the approval of the Final Plat.
4. The applicants shall prepare and submit a subdivision improvements agreement,
addressing all on and off-site improvements, prior to the approval of a Final
Plat.
5. The applicants shall submit improvements plans for all road, drainage and utility
improvements prior to the approval of a Final Plat.
6. All future utilities placed by the applicant shall be placed underground.
7. The applicants shall revegetate and/or landscape all disturbed areas of the
property where said activity is not precluded by other encumbrances.
8. The applicant shall submit plans and specifications for additional stormwater
retention facilities as required by the drainage report.
9. All required permits from the Road and Bridge Department shall be obtained
prior to the approval of the Final Plat.
10. All roadways shall be designed and constructed in conformance with design
standards set forth in the County Subdivision Regulations and in place at the
time of submittal of the Final Plat.
11. The protective covenants shall address the prohibition of introducing
contaminants into the wastewater system. This shall also be included as a plat
note.
12. The following plat notes shall be included on the Final Plat:
a) Facilities common to each lot include water, sewer drainage and utility
improvements. Use and maintenance are regulated by restrictive
covenants.
b) A blanket utility easement encumbers the entire subdivision.
c) Contaminants may not be introduced into the wastewater system.
RO ' ROMER
Governor
t
OFFICE OF THE STATE ENGINEER
DIVISION OF WATER RESOURCES
1313 Sherman Slreel-Room 818
Denver, Colorado 80203
(303) 866-3581
FAX 13031 866-3580
July 10, 1991
Mr. Andrew McGregor
Garfield County Regulatory Office and Personnel
109 8th Street, Suite 303
Glenwood Springs, CO 81601
RE: Eastbank Commercial Center
NE 1/4, SE 1/4, Section 1, '1'7S, 1189W, 6'1'11 PM
Division 5, District 38
U
•
JERIS A. DANIEI SON
Slalo Engineer
D Pi ,I �-1i�i,, iq`
JUL 1 8 1991 1\__
`GARFIELIJ L,uuINTY
Dear Andrew,
We have reviewed the above referenced proposal for comments on a sketch plan submittal for
the commercial center. Currently there are two existing buildings and one proposed building. The
proposed water supply for the three buildings is an existing well, Pet -mit Number 37778-F.
This well is permitted for fire protection, commercial purposes and irrigation of not more than
0.08 acres (3,200 square feet) of lawns. If the applicant proposes these uses of the well for the
complex, we can recommend approval of this plan.
Should you have further questions regarding this submittal, please contact this office.
JTS(f)/clf:eastbank
cc: Orlyn Bell, Division 5 Engineer
Joe Bergquist, Water Commissioner, District 38
Bruce DeBrine
Sincerely,
IMP
app-ndRL.,
aY
dy T. Sappington
Water Resource Engineer
ROY R. ROMEO
GOVERNOR
1'1
11100 F_co
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\U G 27 1991
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COLORADO GEOLOGICAL SURVEY
DEPARTMENT OF NATURAL RESOURCES
715 STATE CENTENNIAL 81111_DING .- 1313 SHIERMAN STREET
DENVER, COLORADO 80203 PIIONE (303) 1166 2611
O
L.
August 22, 1991 GA -92-0001
Andrew McGregor
Garfield County Planning Department
109 8th Street, Suite 303
Glenwood Springs, CO 81601
RE: Bastbank Commercial Center
til I1I I► ►� IUIIN
W.110111
11111GC)UN
Dear Sir:
We have reviewed the preliminary plan, drainage report and geologic investigation for this
subdivision. Minor geologic conditions affecting the site include: swelling soils, slope
stability, flooding, and the potential for radon gas.
Site geology consists of thin alluvial fans overlying a thicker gravel terrace. The gravel
sequence is of an undetermined depth, but should be thick and compacted enough for
commercial building stntctures. Site specific soils testing for foundations should include
swelling soils tests if any clayey material is discovered.
Slope stability problems on site are minimal. Off site there is a moderate rockfall hazard
in the red cliffs across Hwy 82 north of the site. The highway and railroad should intercept
any rock features that project toward this site. South and west of the site, shallow bluffs
over the Roaring Fork River should have setback determinations for buildings. Erosion
from the slope -to the river does not endanger this site as it is too far away.
Flood drainage from both the Roaring Fork River and the red cliffs area seem to be
covered in the Drainage Study by Tim Beck. The moderate slope onsite should help
drainage toward the river. Flood information from the Roaring Fork River may be obtained
from the Colorado Water Conservation Board.
No radiation survey was conducted for this site. We recommend testing for radon for all
proposed structures. Radon -reduction building techniques should be implemented if any
radon accumulation is observed.
tp
G E 0 L Y
STORY OF 111E PAST... KEY TO TI IE FUTURE
J
Garfield County Planning Department
August 22, 1991
Page 2
is
If the recommendations outlined above and those of the consultant geologist are followed,
then we have no objection to the approval of this subdivision.
Sincerely,
Christopher J. Carroll
Engineering Geologist
BOCC 11/4/9 I
PROJECT INFORMATION AND STAFF COMMENTS
PROPOSAL: Conditional Use Permit for Water
Impoundment
APPLICANT: Redstone Corporation
LOCATION: Tract of land located in portions of
Section 31, T7S, R89W and Section
36, T7S, R9OW of the 6th P.M.;
more practically described as a tract
of land located approximately two
(2) miles west of Ski Sunlight off of
the Forest Service road on the old
Sawmill property.
SITE DATA: The site consists of 114.76 acres.
WATER: None
SEWER. None
ZONING: A/R/RD
I. RELATIONSHIP TO THE COMPREIIENSIVE PLAN
The subject property is in an area that is partially in District D - Rural Areas with
Moderate Environmental Constraints and undesignated lands in the Garfield County
Comprehensive Plan Management Districts Plan.
II. DESCRIPTION OF THE PROPOSAL
A. Site Description: The subject property has Four Mile Creek and associated
bottom lands running through the middle of the property.
B. Project Description: The applicant proposes to enlarge the existing reservoir and
build an additional reservoir to provide water storage for the Oak Meadows
Subdivision. The two reservoirs will have a combined surface area of
approximately 3.7 acres (see enclosed pages / b — I S ). The applicant has
stated that the proposed dams are not subject to State Division of Water
Resources, State Engineers jurisdiction. The water rights associated with these
facilities is for the Martin Reservoir, which is a conditional water right for
282.67 ac./ft. with an appropriate date of April 9, 1966 (see enclosed pages I (n
11010
8
III. MAJOR ISSUES AND CONCERNS
A. Zoning: Any water impoundment or combination of water impoundments with
a surface area of one (1) acre or more on a single tract of land is required to get
a Conditional Use Permit in the A/R/RD Zone District.
IV. SUGGESTED FINDINGS
1. That an application was submitted as required by the Garfield County Zoning
Resolution of 1978, as amended.
2. That the meeting before the Board of County Commissioners was extensive and
complete, that all pertinent facts, matters and issues were submitted and that all
interested parties were heard at that meeting.
3. For the above stated and other reasons, the proposed use is in the best interest
of the health, safety, welfare, morals, convenience, order, prosperity and welfare
of the citizens of Garfield County.
V. RECOMMENDATION
Approval of the proposed water impoundments.
•
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REQUIREMENTS FOR CONDITIONAL USE PERMIT
1. Plan diagram of proposed new structure attached.
Memorandum specifying construction methods attached.
Construction will require approximately three weeks,
depending on weather conditions. Construction activities
will be limited to approximately 8 hours per day between
7:00 AM and 5:00 PM, 5 to 6 days per week. During
construction, 1 to 6 vehicles per day will be required.
After construction, only irregular maintenance and
inspection trips will be required.
Except for the impoundment structure as shown on the
attached, no structures are involved.
2. Not applicable.
3. A vicinity map is attached.
4. Not applicable.
5. Assessor's map showing property is attached.
A listing of all adjoining property owners is attached.
6. Base fee of $250 is included with this submission.
7. Proof of property ownership is attached.
To:
From:
Subject:
Psi C �zt� s ( s .fi c -f
tr-
C.Y13 12esevvoirs ate.. 5..14/ Mill erae-e-.-f
Gil Geer
J. A. Reeves
Construction of non -jurisdictional, off channel
reservoir and enlargement of existing reservoir at saw
mill property located in Fourmile Creek area.
Date: October 24, 1991
Per our conversation today, I am enclosing a sketch showing the
location of the proposed enlargement of Martin Alternate No. 1
Reservoir and the location of a new reservoir to be located down-
slope from the Martin Alternate No. 1 reservoir.
The following criteria
work:
1. All top soil and organic material should be removed from the
dam and reservoir area prior to construction of the dam. This
top soil should be stored in a separate pile.
2. A key trench should be dug in the area beneath the dam and on
the center line into undisturbed clay. This depth shall be a
minimum of four feet deep and a dozer blade in width.
3. The dam will be of homogeneous construction, that is, the
material for building the dam will come from the excavation made
for the reservoir containment.
4. The slope of the dam on the water containment side (upstream
slope) shall be no steeper than a 3 to 1 slope.
5. The slope of the dam on the exposed side (downstream slope)
shall be no steeper than a 2 to 1 slope.
6. A 10 or 12 inch diameter pipe shall be located on the bottom
of the dam, approximately level, to drain the water from the dam.
A valve will be located as shown on attached sketch.
7. All boulders bigger than 6 inch diameter should be "worked -
out" of the fill material, as these boulders will affect
compaction. These boulders may be saved for later use to place
at the high water line on the dam to prevent erosion caused from
wave action.
8. A 50 foot separation of undisturbed soil shall be left
between the two reservoirs.
9. The spill way will be constructed so water depth will not
exceed 10 feet from the lowest point on the discharge pipe at a
point on the center -line on the crest width of the dam.
10. The dam will be constructed so that freeboard will be no
should apply for performing the above
less than 3 feet. More freeboard can be added if necessary to
get rid of fill material.
11. Soil shall be compacted in 6 inch compacted layers as the
dam is constructed to assure adequate density.
12. The width of the top of the dam (crest width) shall be
approximately 15 feet or dozer width wide.
13. Every effort will be made to maximize the amount of water to
be stored in the dam and be compliance with the above.
14. The spillway will be about 15 feet wide and located so as to
drain in the drainage creek.
15. The disturbed area shall be reseeded with dry land, high
altitude grass.
MAXIMUM EMBANKMENT
HEIGHT
A
VERTICAL.
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DISTRICT COURT, WATER DIVISION N0. 5, COLORADO
Application No. 84CW153
RULING OF REFEREE
IN THE MATTER OF THE ORK RIVER, ORCITSON FOR WATER TRIBUT RIES.RIGHTS OF TRIBUTARYREDSTONE CORPORATION. INVOLVED: FOUR MILE IN
THE ROARING F
CREEK, IN GARFIELD COUNTY
The above entitled Application was filed on May 30: 1984: and was referred
to the undersigned as Water Referee for Water Division No. 5, State of
Colorado,1984,1
by the Water Judge of said Court on the 28th day of June,n
accordance with AtDeterminatlonaandrAdministratlonRevised
of Statutes 1973. known
as The Water Right
And the undersigned Referee having made such investigations as are
necessary to determine whether or not the statements in the Application are
true and having become
hereby fully
make theadvised
followingrdetennlnatlon andect to the JRul1 gmatter
the the
Application does
Referee in this matter, to -wit:
1. The statements in the Application are true.
2. The name of the structure is Martin Reservoir.
3. The source of the water for the Martin Reservoir Is Four Mile Creek, a
tributary to the Roaring Fork River.
4. The name of the Claimant and its address is: Redstone Corporation;
P. 0. Box 790; Glenwood Springs, Colorado; 81602.
5. The original point of diversion for said water right is an in -channel
reservoir located as follows: The initial point of survey of the high water
line of the Martin Reservoir is located at a point whence the witness corner
for the West Quarter corner of Section 31. T. 7 S., R. 89 W. of the 6th P.M.
bears S. 89°28'45' W., 3,415.27 feet.
6. On November 5, 1971, in Civil Action No. 5884. the Garfield County
District Court awarded to the Martin Reservoir a conditional water right for
the in -channel sdomestic, and otheracre feet from beneficialuses.Four withManeCreek to be appropriationused datefor
of
irrigation, domes ,
April 9, 1966.
- Ito
DISTRICT COURT, WATER DIVISION N0. 5, COLORADO
Application No. 84CW153
RULING OF REFEREE
N THE
ARINGMATTER
F RK RIVER, ORAPPLICATION
TRIBUTARIES,RIGHTS
TRIBUTARYRINVOLVED: FOUR MILE IN
THE ROARING
CREEK, IN GARFIELD COUNTY
The above entitled Application was filed on May 30: 1984: and was referred
to the undersigned as Water Referee for Water Division No. 5, State of
Colorado, by the Water Judge of said Court on the 28th day of June, 1984, in
accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973. known
as The Water Right Determination and Administration Act of 1969.
And the undersigned Referee having made such investigations as are
necessary to determine whether or not the statements in the Application are
true and having become fully make tllsed with followlrgrdete determination andect to the ject Rulingtasrof the theApplication does hereby e
Referee 1n this matter, to -wit:
1. The statements in the Application are true.
2. The name of the structure is Martin Reservoir.
3. The source of the water for the Martin Reservoir is Four Mile Creek, a
tributary to the Roaring Fork River.
4. The name of the Claimant and Its address is: Redstone Corporation;
P. 0. Box 790; Glenwood Springs, Colorado; 81602.
5. The original point of diversion for said water right is an 1n -channel
reservoir located as follows: The initial point of survey of the high water
line of the Martin Reservoir is located at a point whence the witness corner
for the West Quarter corner of Section 31, T. 7 S., R. 89 W. of the 6th P.M.
bears S. 89°28'45" W., 3,415.27 feet.
6. On November 5, 1971, In Civil Action No. 5884, the Garfield County
District Court awarded to the Martin Reservoir a conditional water right for
the in -channel storage of 282.67 acre feet from Four Mile Creek to be used for
irrigation, domestic, and other beneficial uses, with an appropriation date of
April 9, 1966.
Redstone Corporation 84CW153
Ruling of Referee
Page No. 2
7. On May 30, 1984, the Claimant filed in Water Court for Water Division
No. 5 In Case No. 84CW151, an Application for Change of Water Right 1n which it
is requested that approval be granted for an alternate off -channel point of
storage for the Martin Reservoir, such alternate point of storage to be
designated Martin Reservoir Alternate No. 1. Concurrently with Case No.
84CW151, the Claimant filed the present change application wherein It is
requested that approval be granted to enable claimant to divert .50 c.f.s. from
an unnamed tributary of Four Mile Creek by direct diversion into storage in the
Martin Reservoir Alternate No. 1. Said alternate point of diversion,
designated the Martin Feeder Ditch, is located as follows: In Section 31, T. 1
S., R. 89 W., 6th P.M. at a point 1200 feet from the West line and 950 feet
from the North line, NW1/4NW1/4, Section 31, T. 1 S., R. 89 W., 6th P.M.
8. The requested change of water rights will not injuriously effect the
owner of or persons entitled to use water under a vested water right or a
decreed conditional water right, and the change should be approved in
accordance with C.R.S. 437-92-305(3).
The Referee does therefore conclude that the above entitled Application
should be granted and that a point of diversion for 0.50 cubic foot of water
per second of time be established for the Martin Feeder Ditch at the location
as described in Paragraph 7 above, as a source of water for Martin Reservoir,
Alternate No. 1.
It is ORDERED that this Ruling shall be filed with the Water Clerk subject
to Judicial review.
It is ORDERED that a copy of this Ruling shall be filed with the
appropriate Division Engineer and the State Engineer.
Dated: Aefiq), 8� /fges
13Y THE REFEREE:
r 'eferee
ter Division No. 5
State of Colorado
Or
Redstone Corporation 84CW151
Ruling of Referee
Page No. 3
No protest was filed in this matter. and accordingly the foregoing Ruling
is confirmed and approved. and is made the Judgment and Decree of this court;
provided however. that the approval of this change of water right shall be
subject to reconsideration by the Water Judge on the question of injury to the
vested rights of others during any hearing commencing in the two calendar years
succeeding the year in which this decision 1s rendered.
Dated lic I l� %&)
Redstone Corporation 84CW151
Ruling of Referee
Page No. 3
No protest was filed in this matter, and accordingly the foregoing Ruling
is confirmed and approved, and 1s made the Judgment and Decree of this court;
provided however, that the approval of this change of water right shall be
subject to reconsideration by the Water Judge on the question of injury to the
vested rights of others during any hearing commencing in the two calendar years
succeeding the year in which this decision is rendered.
Dated �i1 iic
Judge
DISTRICT COURT, WATER DIVISION NO. COLORADO
Application No. 84C%i50
RULING OF REFEREE
a, O......'1:;
SFP2o1`'a
I SIE TALAMAS, CLERK
IN THE MATTER OF THE APPLICATION POR WATER RIGHTS OF REDSTONE
CORPORATION IN THE ROARING FORK RIVER, OR ITS TRIBUTARIES,
TRIBUTARY INVOLVED: FOUR MILE CREEK, IN GARFIELD COUNTY
The above entitled application was filed on :-lay 30, 1984,
and was referred to the undersigned as Water Referee for Water
Division No. 5, State of Colorado, by the Water Judge of said
Court on the 28th day of June, 1084, in accordance with Article
92 of Chapter 37, Colorado Revised Statutes 1973, known as the
Water Right Determination and Ad:iinistration Act of 1969.
And the undersigned Referee having made such investigations
as are necessary to determine whether or not tL.e statements in
the application are true and having become fully advised with
respect to the subject matter of the application does hereby
make the following determination and ruling as the Referee in
this :natter, to -wit:
1. The statements in the application are true.
2. The name of the structure is t1artinResrvoir
3. The name of the claimant and address is: Redstone
Corporation; P.O. Drawer 790; Glenwood Springs, Colorado.
4. The source of the water is Four Mile Creek, tributary
to the Roaring Fork River.
5. The initial point of survey of the high water line of
the reservoir is located al: apoint: whence the Witness Corner oI
the West Quarter Corner of Section 31, T. 7 S., R 89 W. of the
6th P.M. bears S89°28'45" W. 3,415.27 feet.
6. On November 5, 1971, in Civil Action iso. 5884, the
Garfield County District Court awarded to the Martin Reservoir,
Structure No. 605, Priority No. 832, a conditional water storage
right for 282.67 acre feet of water, to be used for irrigation,
domestic and other beneficial uses, with appropriation date of
April 9, 1966.
7. During the intervening years, at timely inter-rais as
required by statute, the claimant has shown to the Court that
reasonable diligence has been exorcised in the develcl:eeent of
this conditional water right, and the Court has ruled that =.-Dict
water right be continued in full force .,nd effect.
84CW150
8. On May 30, 1984, as directed by the Court in the last
previous finding of reasonable diligence, the claimant filed,
in Water Court for Water Division No. 5, an application for
quadrennial finding of reasonable diligence in the development
of this conditional water right.
In support of this application, the claimant has sub-
mitted a detailed outline of the work performed and the expendi-
tures made during the last quadrennial diligence period toward
the development of this conditional water right.
The Referee, having examined the information submitted by
the applicant, and having completed the investigations necessary
to make a determination in this matter, does find that the clai-
mant has shown reasonable diligence in the development of the
proposed appropriation of the 282.67 acre feet of water condi-
tionally awarded to Martin Reservoir; and therefore concludes
that the above entitled application should be granted, and the
conditional water right be continued in full force and effect.
Application for a quadrennial finding of reasonable dili-
gence shall be filed in May of 1988 and in May of every fourth
calendar year thereafter so long as the claimant desires to
maintain this conditional water right or until a determination
has been made that this conditional water right has become an
absolute water right by reason of the completion of the appro-
priation.
It is accordingly ORDERED that this ruling shall be filed
with the Water Clerk subject to Judicial review.
It is further ORDERED that a copy of this ruling shall be
filed with the appropriate Division Engineer and the State Engi-
neer.
744
Don at the City of Glenwood Springs, Colorado, this Zr
day of c�TcF'/s/ -Ae , 19 gct •
No protest was tiled in this matter
The foregoing ruling is confirnic 1
and approved, and b
Judgmen nd ecreeoofthi.courr
Dated: di 44 lie-
`�- WATER JUDGE
BY THE REFEREE:
Wa eferee
Wa er Division No. 5
State of Colorado
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DISTRICT COURT, WATER DIVISION NO. 5, COLORADO
Application No. 84CW153
RULING OF REFEREE
IN THE MATTER OF THE APPLICATION FOR WATER RIGHTS OF REDSTONE CORPORATION, IN
THE ROARING FORK RIVER, OR ITS TRIBUTARIES, TRIBUTARY INVOLVED: FOUR MILE
CREEK, IN GARFIELD COUNTY
The above entitled Application was filed on May 30, 1984, and was referred
to the undersigned as Water Referee for Water Division No. 5, State of
Colorado, by the Water Judge of said Court on the 28th day of June, 1984, in
accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973, known
as The Water Right Determination and Administration Act of 1969.
And the undersigned Referee having made such investigations as are
necessary to determine whether or not the statements in the Application are
true and having become fully advised with respect to the subject matter of the
Application does hereby make the following determination and Ruling as the
Referee in this matter, to -wit:
1. The statements in the Application are true.
2. The name of the structure is Martin Reservoir.
3. The source of the water for the Martin Reservoir is Four Mile Creek, a
tributary to the Roaring Fork River.
4. The name of the Claimant and its address is: Redstone Corporation;
P. 0. Box 790; Glenwood Springs, Colorado; 81602.
5. The original point of diversion for said water right is an in -channel
reservoir located as follows: The initial point of survey of the high water
line of the Martin Reservoir is located at a point whence the witness corner
for the West Quarter corner of Section 31, T. 7 S., R. 89 W. of the 6th P.M.
bears S. 89°28'45" W., 3,415.27 feet.
6. On November 5, 1971, in Civil Action No. 5884, the Garfield County
District Court awarded to the Martin Reservoir a conditional water right for
the in -channel storage of 282.67 acre feet from Four Mile Creek to be used for
irrigation, domestic, and other beneficial uses, with an appropriation date of
April 9, 1966.
Redstone Corporation 84CW153
Ruling of Referee
Page No. 2
7. On May 30, 1984, the Claimant filed in Water Court for Water Division
No. 5 in Case No. 84CW151, an Application for Change of Water Right in which it
is requested that approval be granted for an alternate off -channel point of
storage for the Martin Reservoir, such alternate point of storage to be
designated Martin Reservoir Alternate No. 1. Concurrently with Case No.
84CW151, the Claimant filed the present change application wherein it is
requested that approval be granted to enable claimant to divert .50 c.f.s. from
an unnamed tributary of Four Mile Creek by direct diversion into storage in the
Martin Reservoir Alternate No. 1. Said alternate point of diversion,
designated the Martin Feeder Ditch, is located as follows: In Section 31, T. 7
S., R. 89 W., 6th P.M. at a point 1200 feet from the West line and 950 feet
from the North line, NW1/4NW1/4, Section 31, T. 7 S., R. 89 W., 6th P.M.
8. The requested change of water rights will not injuriously effect the
owner of or persons entitled to use water under a vested water right or a
decreed conditional water right, and the change should be approved in
accordance with C.R.S. §37-92-305(3).
The Referee does therefore conclude that the above entitled Application
should be granted and that a point of diversion for 0.50 cubic foot of water
per second of time be established for the Martin Feeder Ditch at the location
as described in Paragraph 7 above, as a source of water for Martin Reservoir,
Alternate No. 1.
It is ORDERED that this Ruling shall be filed with the Water Clerk subject
to Judicial review.
It is ORDERED that a copy of this Ruling shall be filed with the
appropriate Division Engineer and the State Engineer.
Dated: I(/I19y 8,,
•
D a(ee bili Jis5 e5
BY THE REFEREE:
er eferee
.ter Division No. 5
State of Colorado
Redstone Corporation 84CW153
Ruling of Referee
Page No. 3
No protest was filed in this matter, and accordingly the foregoing Ruling
is confirmed and approved, and is made the Judgment and Decree of this Court;
provided, however, that the approval of this change of water right shall be
subject to reconsideration by the Water Judge on the question of injury to the
vested rights of others during any hearing commencing in the two calendar years
succeeding the year in which this decision is rendered.
Dated -011E 17 15ck
Water Judge
March 1991 Resume
Water Division 5
Page 4
Applicant which are in the arca surrounding the Kennedy Pond.
Date of initiation of appropriations: June 1, 1983. How
appropriation was initiated: By construction of the dam of the
present Kennedy Pond and diversion of seepage and return flow
waters into the reservoir. Date water applied to beneficial use:
October 1, 1983. Amount claimed: 6 a.f. - absolute; 6 a.f. -
conditional. Off -channel reservoir: The rate of diversion for
filling, refilling and maintaining the level of the Kennedy Pond
is 1.0 c.f.s. - absolute to be diverted under the priority claimed
in this Application for the Hawxhurst Ditch and return flow and
seepage water from lands in the area of the Kennedy Pond owned by
the Applicant. Use: Water impounded in the Kennedy Pond is used
for fish production, stock water, irrigation and recreation
purposes. Water released from the Kennedy Pond or the overflow of
the Pond will be used for irrigation of lands owned by the
Applicant. The Applicant has no less than 177 acres of land lying
below the Kennedy Pond which are susceptible of irrigation from
that source. The surface area of the high water line is 4 acres.
Present max. height: 10 feet. Present length: 300 feet. Present
total capacity: 6 a.f. Present active capacity: 6 a.f. Dead
storage: none. (6 pages)
9. \91CW030 (86CW284) VHS LIMITED PARTNERSHIP; 7101 Road 117; Glenwood Springs. CO
•
81601. Application to Make Absolute a Conditional Water Right - STAINTON WELL NO.
1 and VHS WELL NO. 1 In GARFIELD COUNTY. Decreed: May 11, 1987 and May 12. 1987,
86CW284. Stainton Well No. 1 - Legal description: SE1/4NE1/4 Section 22, T. 7
S., R. 89 W., 6th PM. at a point 3,204.46 feet North of the south line and 998.55
feet West of the east line of said Section 22. Source: a well having a depth of
200 feet and being tributary to Four Mile Creek, tributary to the ROARING FORK
RIVER. Appropriation: July 22, 1986. Amount: 0.033 c.f.s., absolute. Use:
domestic; VHS WELL NO. 1 - Legal description: SE1/4SE1/4 Section 22, T. 7 S.. R.
89 W., 6th P.M. at a point 1,164.86 feet North of the south line and 1,246.06 feet
West of the east line of said Section 22. Source: a well having a depth of 200
feet and being tributary to Four Mile Creek, tributary to the ROARING FORK RIVER.
Appropriation: August 19, 1986. Amount: 0.033 c.f.s. Use: domestic. The
application contains a detailed outline of the work performed for completion of
the appropriation and application of the water to beneficial use. (2 pages)
10. 91CW031 GLENN E. SCHMIDT. BETTY JO SCHMIDT and JACK SCHMIDT; c/o Scott Balcomb,
Esq.; P.O. Drawer 790; Glenwood Springs, CO 81602. Application for Quadrennial
Finding of Reasonable Diligence - SCHMIDT GYPSUM RANCH SPRING N0. 5, NO. 6, N0. 7
and N0. 8 in EAGLE COUNTY. Decreed: March 15, 1983, 82CW94. legal description:
Schmidt Gypsum Ranch Spring No. 5 - NE1/4NE1/4 Section 4, T. 5 S., R. 85 W., 6th
P.M. being southerly of the w gle River approximately 800 feet West and 1,200 feet
South of the section lines, Schmidt Gypsum Ranch Spring No. 6 - NE1/4 Section 4.
T. 5 S.. R. 85 W.. 6th P.M. being southerly of the Eagle River approximately 500
feet West and 1,400 feet South of the section lines. Schmidt gypsum Ranch Sr!ng
No. 7 - NW1;4NW1/4 Section 3, T. 5 S., 11. 85 W., 6th P.M. being sout>lerTj of the-
ag a River approximately 50 feet East and 900 feet South of the section lines,
Schmidt Gypsum Ranch Spring No. 8 - a series of springs in the N1/2NW1/4 and
N11T74NE1/4 Section 3, T. 3 S., - R. 85 W., 6th P.M. beginning approximately 1,800
feet Nest of the section line and ending approximately 800 feet East of the
section line, following a course approximately 700 feet South of the Eagle River.
Source: springs tributary to the EAGLE RIVER. Appropriation: February 7, 1981.
Amount: 0.22 c.f.s. from each of the four springs for a total of 0.88 c.f.s.
Use: domestic, irrigation. industrial, piscatorial and commercial. The
application contains a detailed outline of the work performed during the diligence
period. (4 pages)
11. 91CW032 JOSEPH L. HIDUSKEY and CHERLA CARLTON; P.O. Box 1653; Basalt, CO 81621.
Application for Water Rights (Surface) - IIIDUSKEY SPRING, LONGS SPRING 1ST
ENLARGEMENT and CARLTON SPRING in EAGLE COUNTY. Legal description: Lot 11,
Section 4, T. 8'S., R. 86 W., 6th P.M. Iliduskey Spling Is 200 feet from the North
line and 690 feet from the East line, lungs Spring 1st Enlargement - 500 feet West
and 300 feet South of the Northeast corner of NW1/4NE1/4 and Capon Springy is
1,320 feet from the East line and 900 feet from the North line. --Source: Box
Canyon Creek tributary to the Frying Pan River, tributary to the ROARING FORK
RIVER. Appropriation: January 13, 1991. Amount: 0.022 c.f.s., absolute for
Hiduskey and Carlton Springs, 0.022 c.f.s., conditional for Longs Spring 1st
Enlargement. Use: irrigation, domestic, home and garden, fire protection and
livestock. (3 pages)
DISTRICT COURT, WATER DIVISION NO. 5, COLORADO
Application No. 88CW177
RULING OF REFEREE
IN THE MATTER OF THE APPLICATION FOR WATIIR RIGHTS OF REDSTONE CORPORATION, IN
THE ROARING FORK RIVER, OR ITS TRIBUTARIES, TRIBUTARY INVOLVED: FOUR MILE
CREEK, IN GARFIELD COUNTY
The above entitled Application was filed on May 26, 1988, and was
referred to the undersigned as Water Referee for Water Division No. 5, State
of Colorado, by the Water Judge of said Court on the 8th day of June, 1988, in
accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973,
known as The Water Right Determination and Administration Act of 1969.
And the undersigned Referee having made such investigations as are
necessary to determine whether or not the statements in the Application are
true and having become fully advised with respect to the subject matter of the
Application does hereby make the following determination and Ruling as the
Referee in this matter, to wit:
1. The statements in the Application are true.
2. The name of the structure is Martin Reservoir.
3. The name and address of the Claimant: Redstone Corporation; c/o
Scott Balcomb, Esq.; P. 0. Drawer 790; Glenwood Springs, Colorado 81602.
4. The source of the water is Four Mile Creek, tributary to the
Roaring Fork River.
5. The initial point of survey of the high water line of the reservoir
is located at a point whence the Witness Corner of the West Quarter Corner of
Section 31, T. 7 S., R. 89 W. of the 6th P.M. bears S. 89°28'45" W. 3,415.27
feet.
6. On November 5, 1971, in Civil Action No. 5884, the Garfield County
District Court awarded to the Martin Reservoir, Structure No. 605, Priority
No. 832, a conditional water storage right for 282.67 acre feet of water, to
be used for irrigation, domestic and other beneficial uses, with appropriation
date of April 9, 1966.
7. During the intervening years, at timely intervals as required by
statute, the claimant has shown to the Court that reasonable diligence has
been exercised in the development of this conditional water right, and the
Court has ruled that said water right be continued in full force and effect.
8. On May 26, 1988, as directed by the Court in the last previous
finding of reasonable diligence, the claimant filed, in Water Court for Water
Division No. 5, an application for quadrennial finding of reasonable diligence
in the development of this conditional water right.
tow 4 $ it
88CW177
Referee
In support of this application, the claimant has submitted a detailed
outline of the work performed and the expenditures made during the last
quadrennial diligence period toward the development of this conditional water
right.
The Referee, having examined the -information submitted by the applicant,
and having completed the investigations necessary to make a determination in
this matter does find that the claimant has shown reasonable diligence in the
development of the proposed appropriation of the 282.67 acre feet of water
conditionally awarded to Martin Reservoir; and therefore concludes that the
above entitled application should be granted, and the conditional water right
be continued in full force and effect.
Application for a quadrennial finding of reasonable diligence shall be
filed in May of 1992 and in May of every fourth calendar year thereafter so
long as the claimant desires to maintain this conditional water right of until
a determination has been made that this conditional water right has become an
absolute water right by reason of the completion of the appropriation.
It is accordingly ORDERED that this Ruling shall be filed with the Water
Clerk subject to Judicial review.
It is further ORDERED that a copy of this Ruling shall be filed with the
appropriate Division Engineer and the State Engineer.
Dated cS)„ r . z9ef0.P
u�y of the foregoing i'f.'d to a•'
Counsel of record—Water
Engineend
-`_ 'te rn^• eerf`6t__/
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BY THE REFEREE:
WaterReleree
Water Division No. 5
State of Colorado
No protest was filed in this matter. The foregoing Ruling is confirmed
and approved, and is�rnade the Judgment and Decree of this Court.
Dated
1-7
Copy of the (ores9 ing mai!cd tc a
Counsel! of recoic144.'ater
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