HomeMy WebLinkAbout1.0 ApplicationREVISED PRELIMINARY PLAN APPLICATION
FOR THE
BIG R COMMERCIAL PARK SUBDIVISION
GARFIELD COUNTY, COLORADO
November 2006
I. THE SUBDIVISION PROCESS
In order to subdivide land in Garfield County, an Applicant is required to complete the following land use
processes in the following order: 1) Sketch Plan Review Process, 2) Preliminary Plan Review Process, and
3) Final Plat Review Process. This section will briefly describe the nature of each process and provide
general direction including subdivision regulation citations to a potential applicant requesting subdivision
approval in Garfield County. All of the Garfield County Zoning and Subdivision Regulations are located for
purchase at the Planning Department and can also be found on the World Wide Web at the following
address: http://www.qarfield-countv.com/building and planning/index.him
A) The Sketch Plan Review (Section 3:00 of the Subdivision Regulations)
1. Purpose
The purpose of the Sketch Plan process is to allow an individual an opportunity to
propose a subdivision in a "sketch" format to the Planning Department and the Garfield
County Planning Commission in order to obtain a cursory review for compliance with
the County's land use review documents, regulations, and policies to identify any
issues that would need to be addressed if the proposed subdivision were to be pursued.
2. Applicability
Any individual proposing a subdivision in Garfield County is required to complete the
Sketch Plan review process as the first step in Garfield County's Subdivision process.
More specifically, Garfield County defines a subdivision (Section 2:20.48) as the
division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or
separate interests, or the use of any parcel of land for condominiums, apartments or
other multiple-dwelling units, as further defined by Colorado state law.
3. Application I Submittal Requirements
In order to apply for a Sketch Plan Review an Applicant is responsible for reviewing
Section 3:00 of the Subdivision Regulations and providing enough information to the
Planning Department in the application to conduct a thorough review and provide the
resulting comments to the Planning Commission for their review and comments.
Specifically, Section 3:30, 3:32, and 3:40 of the Subdivision Regulations contain the
specific information required to be submitted to the Planning Department in order to
satisfy the application requirements in addition to the information requested on this
application form.
4. Process I Public Meeting
The Sketch Plan review process is considered a 1-step process because the
application is reviewed only by the Planning Commission at a public meeting. In order
to appear before the Planning Commission, an applicant will have submitted all
required application submittal requirements mentioned above to the Planning
Department Staff. Once submitted, Staff will have 15 working days to review the
application to determine if all the required submittal information has been submitted as
required.
If Staff determines that all the required information has been submitted, a letter will be
sent to the applicant indicating the application has been deemed "technically
complete." It is at this point Staff will also indicate when the application has been
3
scheduled to be reviewed before the Planning Commission and will request the
applicant supply additional copies to provide the Commission for their review.
If Staff determines that all the required information has not been submitted, a letter will
be sent to the applicant indicating the application does not comply with the submittal
requirements and therefore has determined the application to be "technically
incomplete." The letter will also outline the applications deficiencies so that the
applicant knows what additional information needs to be submitted. At this point, the
applicant has 6 months (180 days) to provide the necessary information to the
Planning Department to remedy the application so that it may be deemed technically
complete. If the application has not been deemed technically complete within this time,
the application will be terminated.
Once the application has been deemed technically complete and a date has been
established as to when the Planning Commission will review the application, Staff will
conduct a land use review of the application using the County's land use regulatory
documents including the Zoning Resolution, Subdivision Regulations, and the
Comprehensive Plan of 2000. In addition, Staff will also consider referral comments
provided from a variety of state and local agencies who may also review the application.
As a result, Staff will write a Memorandum on the proposed subdivision to the Planning
Commission containing the results on the land use analysis. This Memorandum will
also be furnished in advance to the applicant.
At the date and time set for the public meeting before the Planning Commission, Staff
will present the findings in the Memorandum and the applicant will be required to
present the proposed subdivision and respond to comments and questions provided by
the Planning Commission. The comments provided to the Applicant by the Planning
Department and the Planning Commission as a result of the Sketch Plan Process will
be kept on file in the Planning Department for 1-year from the meeting date before the
Planning Commission. If an Applicant does not submit a Preliminary Plan application to
the Planning Department within the 1-year timeframe, the Sketch Plan file will be
closed and the Applicant will need to reapply for a Sketch Plan review prior to a
Preliminary Plan review.
B) Preliminary Plan Review (Section 4:00 of the Subdivision Regulations)
1. Purpose
The purpose of the Preliminary Plan review process is to conduct a thorough review of
the many aspects that are associated with dividing land in Garfield County for the
purposes of residential, commercial, and industrial development. This is the most
intensive review step where the Building and Planning Staff, the Planning Commission,
and the Board of County Commissioners (BOCC) will conduct a thorough review of all
the issues associated with the proposed subdivision against the County's regulatory
requirements. Ultimately, the purpose of this process is to identify all the major issues
in the proposed subdivision by using the County's Zoning Resolution, Subdivision
Regulations, Comprehensive Plan of 2000, as well as other state and local referral
agencies that will provide comments on any issues raised in their review. This is the
process that will either approve or deny the application request.
4
2. Applicability
Any individual proposing a subdivision in Garfield County is required to complete the
Preliminary Plan review process as the second and most intensive step in Garfield
County's Subdivision process. More specifically, Garfield County defines a subdivision
as the division of a lot, tract or parcel of land into two (2) or more lots, tracts, parcels or
separate interests, or the use of any parcel of land for condominiums, apartments or
other multiple-dwelling units, as further defined by Colorado state law.
3. Application I Submittal Requirements
In order to apply for a Preliminary Plan Review, an Applicant must have already
completed the Sketch Plan review process addressed in Section 3:00 of the
Subdivision Regulations.
An applicant requesting Preliminary Plan review will be required to submit this
application form, all the required submittal information contained in Sections 4:40 to
4:94 of the Subdivision Regulations as well as address all of the applicable Design and
Improvement Standards in Section 9:00 of the Subdivision Regulations.
In addition to the substantive submittal information related to the proposed subdivision
project itself, an applicant is required to complete all the public notice requirements so
that legal public hearings can be held before the Planning Commission and the BOCC
which is addressed in Sections 4:20 -4:31 of the Subdivision Regulations.
4. Process I Public Hearings
The Preliminary Plan review process is considered a 2-step process because the
application is ultimately reviewed by two County decision-making entities during public
hearings: the Planning Commission who makes a recommendation to the BOCC.
In order to obtain dates for the public hearings before the Planning Commission and
the BOCC, an applicant will have submitted all required application submittal
requirements mentioned above to the Planning Department Staff. Once submitted,
Staff will have 30 working days to review the application to determine if all the required
submittal information has been submitted as required.
If Staff determines that all the required information has been submitted, a letter will be
sent to the applicant indicating the application has been deemed "technically
complete." It is at this point Staff will also indicate when the application has been
scheduled to be reviewed before the Planning Commission I BOCC. Additionally, Staff
will provide the applicant with the notice forms to be mailed, published, and posted.
If Staff determines that all the required information has not been submitted, a letter will
be sent to the applicant indicating the application does not comply with the submittal
requirements and therefore has determined the application to be "technically
incomplete." The letter will also outline the applications deficiencies so that the
5
applicant knows what additional information needs to be submitted. At this point, the
applicant has 6 months (180 days) to provide the necessary information to the
Planning Department to remedy the application so that it may be deemed technically
complete. If the application has not been deemed technically complete within this time,
the application will be terminated.
Once the application has been deemed technically complete and a date has been
established as to when the Planning Commission I BOCC will review the application,
Staff will conduct a land use review of the application using the County's land use
regulatory documents including the Zoning Resolution, Subdivision Regulations, and
the Comprehensive Plan of 2000. In addition, Staff will also consider referral comments
provided from a variety of state and local agencies who may also review the application.
As a result, Staff will write a Memorandum on the proposed subdivision to the Planning
Commission I BOCC containing the results on the land use analysis. This
Memorandum will also be furnished in advance to the applicant prior to the public
hearings.
As mentioned above, Staff makes a recommendation to the Planning Commission and
the BOCC regarding the issues raised in the analysis of the proposed subdivision. The
Applicant will first propose the subdivision to the Planning Commission who is
responsible for making a recommendation of approval, approval with conditions, or
denial to the BOCC. Next, the application will be reviewed by the BOCC during a
regular public hearing. The BOCC will consider the recommendations from the
Planning Staff and the Planning Commission, the information presented by the
applicant, and the public. As a result, the BOCC is the final decision-making entity
regarding the proposed subdivision and will either approve, approve with conditions, or
deny the application.
If the BOCC approves the subdivision application at the public hearing, the approval
shall be valid for a period not to exceed one (1) year from the date of Board approval,
or conditional approval, unless an extension of not more than one (1) year is granted
by the Board prior to the expiration of the period of approval. (See the specific
information provided in Section 4:34 of the Subdivision Regulations.) Following the
hearing, Staff will provide a resolution signed by the BOCC which memorializes the
action taken by the Board with any I all conditions which will be recorded in the Clerk
and Recorder's Office. Once an applicant has Preliminary Plan approval, they are
required to complete the third and final step in the County's Subdivision Process: Final
Plat Review.
C) Final Plat Review (Section 5:00 of the Subdivision Regulations)
1. Purpose
The purpose of the Final Plat review process is to provide the applicant with a
mechanism to prove to the County that all the conditions of approval required during
the Preliminary Plan review process have been met I addressed to the satisfaction of
the Planning Staff and the BOCC. This being the case, the chairman of the BOCC will
6
sign the Final Plat and have it recorded memorializing the subdivision approval granted
by the BOCC. This is the last step in the County's subdivision process.
2. Applicability
Any individual proposing a subdivision in Garfield County is required to complete the
Final Plat review process as the third and last step in Garfield County's Subdivision
process. More specifically, Garfield County defines a subdivision as the division of a lot,
tract or parcel of land into two (2) or more lots, tracts, parcels or separate interests, or
the use of any parcel of land for condominiums, apartments or other multiple-dwelling
units, as further defined by Colorado state law.
3. Application I Submittal Requirements
In order to apply for a Final Plat review, an Applicant must have already completed the
Preliminary Plan review process addressed in Section 4:00 of the Subdivision
Regulations.
An applicant requesting Final Plat review will be required to submit this application form,
all the required submittal information contained in Section 5:00 of the Subdivision
Regulations and responses to all the conditions of approval required as part of the
Preliminary Plan review process.
4. Process
The Final Plat review process is considered a 1-step process because the application
is ultimately reviewed by the Building and Planning Staff and presented to the BOCC
for their signature if the application satisfies all the required submittal information to the
satisfaction of the Building and Planning Department.
If Staff determines that all the required information has been submitted, a letter will be
sent to the applicant indicating the application has been deemed "technically
complete." It is at this point Staff will also indicate when the application has been
scheduled to be presented to the BOCC for signature. (This is not a public hearing or
meeting and therefore does not require public notice.)
If Staff determines that all the required information has not been submitted, a letter will
be sent to the applicant indicating the application does not comply with the submittal
requirements and therefore has determined the application to be "technically
incomplete." The letter will also outline the applications deficiencies so that the
applicant knows what additional information needs to be submitted.
Once the application has been deemed technically complete and a date has been
established as to when the BOCC will review the Final Plat, Staff will review the
application I Final Plat in terms of adequacy to determine if all the submittal information
satisfies the Final plat requirements as well as the responses to the conditions of
approval. During this review, Staff will forward the Final Plat the County Surveyor for
review and a signature. In the event there are additional questions or clarification
issues to be addressed, the County Surveyor will generally contact the applicant to
have the plat adjusted as necessary. Once, Staff has completed the review and all
required information has been submitted to the satisfaction of the Planning Department
7
and the County Surveyor has signed the Final Plat in Mylar form, it will be scheduled at
the next BOCC meeting to be placed on the consent agenda with a request to
authorize the Chairman of the BOCC to sign the plat.
Once the Final Plat is signed, it is then recorded by the County Clerk in the Clerk and
Recorder's Office for a fee of $11 for the first sheet and $10 for each additional sheet
thereafter. This fee shall be paid by the applicant. This act of recording the signed Final
Plat represents the completion of the Garfield County Subdivision Process.
Please refer to the specific language in the Final Plat portion (Section 5:00) of the
Subdivision Regulations for specific timelines and additional responsibilities required of
the applicant to complete the Final Plat process.
Please Note: This information presented above is to be used as a
general guide for an applicant considering a subdivision in Garfield
County. It is highly recommended that an applicant either purchase
the Garfield County Zoning Resolution and Subdivision Regulations
or access them on-line at:
http://www.garfield-county.com/building and planning/index.him
in order to ascertain all the necessary requirements for each of the
three steps including Sketch Plan Review, Preliminary Plan Review,
and Final Plat Review.
I have read the statements above a d have provided the required attached information
which i rr ct nd ac to t best of my knowledge.
( ( ( 0
Regulski, Manager Date
Last Revised: 07/25/2005
8
GARFIELD COUNTY BUILDJNG AND PLANNING DEPARTMENT
AGREEMENT FOR PAYMENT FORM
(Shall be submitted with application)
GARFIELD COUNTY (hereinafter COUNTY) and -~B~I~G~R~EN_T_E_R_P_R_I_SE_S~'~L_L_C_. _______ _
(hereinafter APPLICANT) agree as follows:
BIG R COMMERCIAL PARK
I. APPLICANT has submitted to COUNTY an application for ____________ _
____________________ ,(hereinafter, THE PROJECT).
2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended,
establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for
the administration of the fee structure.
3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed
project, it is not possible at this time to ascertain the full extent of the costs involved in processing the
application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to
thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional
payments upon notification by the COUNTY when they are necessary as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the consideration of an
application or additional COUNTY staff time or expense not covered by the Base Fee. !factual recorded costs
exceed the initial Base Fee, APPLICANT shall pay additional billings to COUNTY to reimburse the COUNTY
for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid
prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision
plan.
APPLICANT
Big R Enterprises, LLC
Print Name
Mailing Address: --'P'-'"'-'o-'.-.::.Bo"'x"--'9'---~
Rifle, CO 81650
10/2004
Page 4
MINERAL OWNERS OF RECORD
As to the portion of the property in the NWl/4 SEl/4 of Section 11, Township 6
South, Range 93 W of the 6'h P.M.:
WALTER C. OLINGER and ETHNA M. CONNER
2133 Teton Road
Grand Junction, CO 81503
As to the remainder of the prope11y:
BIG R ENTERPRISES, LLC
P.O. Box9
Rifle, CO 81650
May, 26. 2DD4 1 iJ J 6AM COMMON WEALTH TITLE No.1765 P. 2/3
OWNER'S WITIDN 200 FEET FOR PROPERTY OWNED BY RIFLE SKI CORP.
PETH HOLDINGS LIMITED PARTNERSHIP
602 E. 15TH STREET
CHEYENNE, WY 82001
2177-111-00-474 (SECTION 11, TWN 6,RNG 93)
SCOTT BRYNILDSON AND LINDA BRYNILDSON
1831 RAILROAD A VENUE
RIFLE, CO 81650
2177-111-00-357 (SECTION 11, TWN 6, RNG 93)
PAUL B. LUGINBUHL AND JIM E. LUGINBUHL
P.O. Box 950
BASALT, CO 81621
2177-111-00-481(SECTION11, TWN 6, RNG 93)
ARDIS A. GREEN
603 COUNTY ROAD 221
RIFLE, CO 81650
2177-111-00-343 (SECTION II, TWN6, RNG93)
lltCHARON. CASEY
P.O. Box 1815
RIFLE, CO 81650
2177-113-00-298 (SECTlON 11, TWN 6, RNG 93)
2177-111-00-390 (SECTION II, TWN 6, RNCi 93)
UNITED FAMILY LIMITED PARTNERSHIP
2406 E. ENCANTO
MESA, AZ 85213
2177-113-00-084 (SECTION l l, TWN 6, RNG 93)
ROARING FORK RECLAMATION, LLC
P.O. Box 1220
CARBONDALE, CO 8 J 623
2177-112-00-292 (SECTION 11, TWN 6, RNG 93)
MARVIN STEPHENS AND TERRY STEPHENS
28239 HIGHWAY 6
RIFLE, CO 81650
2177-1 14-00-087 (SECTION 11, TWN 6, RNG 93)
l
May. 26. 2004 10: 16AM COMMON WEAL TH TITLE
WESTERN SLOPE DEVELOPMENT CORP.
0836 COUNTY ROAD 210
RrFLE, CO 81650
2177-113-01-006 (PO WERLINE PROFESSIONAL PARK #3, LOT 6)
2177-113-01-007 (PO WERLINE PROFESSIONAL PARK #3, LOT 7)
2177-113-01-008 (PO WERLINE PROFESSIONAL PARK #3, LOT 8)
WILLIAM H. DUBOIS AND DONNA M. DUBOIS
405 MID VALLEY DRIVE
NEW CASTLE, CO 81647
2177-111-00-359 (SECTION 11, TWN 6, RNG 93)
KENNETH CHAMBERS, PATRICIA CHAMBERS AND FLINT CHAMBERS
P.O. Box 1092
R!FLB, CO 81650
2177-114-00-294 (SECTION 11, TwN 6,RNG 93)
FLINT CHAMBERS
P.0.Box1092
RIFLE, CO 81650
2177-114-00-305 (SECTION 11, TWN 6, RNG 93)
YVONNE D. CHAMBERS
28580HIGHWAY 6
RIFLE, CO 81650
2177-114-00-452 (SECTION 11, TWN 6, RNG 93)
CHARLES E. GRIFFIN AND VIVIAN J. GRIFFIN
3925 COUNTY ROAD 233
RIFLE, CO 81650
2177-112-00-494 (SECTION 11, TWN 6, RNG 93)
No. 1765 ~ 3/3
2
LEGAL DESCRIPTION
08-28-2006 16:52 9706254136 PAGE?
Exhibit A
SurvCo, Inc.
Professional Land Surveyinq Services
Legal Description
Big R Commercial Park Subdivision
ii. tract of land bcin~ situated in the East Y, of Section 11, Township 6 South, Range 93 W(:St of
lhc 6'h P.M., County of GarJicld, State of Colorndo, said Imel of land hei11g described by metes
and bounds as follow>'.
T!eginning at the Southwest corner of the SEl/4NEl/4 of said Section 11, said Southwest co111er
being a standard monllment and brass cap, !'LS No_ 9009 found in place; thence S.88°58 '05"H.
302.16 feet along the Scn•th line of said SEl/4NEl/4 to a point on the No11herly Right of Way
line of Colorado State Highway No. (i; thence S.64°27'00"W. 1340.79 fcct along said Northerly
Right of Way; thence departing said Nonherly Right of Way line N.O 1°03 '22"E. 599.98 feet to a
point on the South line of the SW l/4NEl/4 of said Section 11; thence S.88°58'05"E. JOJ.04 feet
along the South line of s1iid SW!/4NEl/4; thence departing said South line N.01°0?' 17"F.;
1318.21 foet tCJ a point on the No11h line of said SWl/4NE1/4; lhmcc along said Nor1h line
S.89°01 '49"E. 792.09 feet to the Nrntheast corner CJf said SWl/4NEl/4; thmcc S.01°05'19"W_
1319.17 feet along the East line of said SW!/4NE!/4 to the l'oint off!eginning.
Said tract ofland contains 32.26 acres as described.
6560 County Road No. 335, Unit No. 6
P.O. Box 826
New Castle. Co. 81647-0826
Ph: (970) 904-9119 Email: suNco@earthlink.net Fax: (970) 904-3993
TITLE COMMITMENT
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Date: October 26, 2006
Commonwealth Title Company
of Garfield County, Inc.
127 E. 5th Street I P.O. Box 352
Rifle, CO 81650
Phone (970) 625-3300 I Fax (970) 625-3305
803 Colorado Avenue
Glenwood Springs, CO 81601
Phone (970) 945-4444 / Fax (970) 945-4449
To: Stuver, LeMoine & Clifton, P.C.
P.O. Box 907
Rifle CO 81650
Attn: Barb Clifton
Phone: 970-625-1887
Fax: 970-625-4448
Re: TBD I Big R Enterprises, LLC
0 Commitment
D Title Policy
D Endorsement
D Tax Certificate
D Other
Copies Sent To:
Thank you for your order.
Enclosed please find the following
in connection with our File No. 0610087:
L!!:!UV.L/UUU
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File No. 0610087
EXHIBIT "A"
A tract of land situated in Section 11, Township 6 South, Range 93 West of the 6th P.M., County of Garfield, State of
Colorado, said tract of!and being described by metes and bounds:
Beginning at the Southwest Comer of the SE l/4NE 114 of said Section 11, said Southwest Comer being a standard
monument and brass cap, PLS No. 9009 found in place; thence South 88°58'05" East 302.16 feet along the South line of
said SEl/4NE1/4 to a point on the Northerly right of way line of Colorado State Highway No. 6 and 24; thence South
64°27'00" West 1340.79 feet along said right of way; thence departing said Northerly right of way line North 01°03'22"
East 599.98 feet to a point on the South line of the SW1/4NE1/4 of said Section 11; thence South 88°58'05" East 103.04
feet along the South line of said SWl/4NEl/4; thence departing said South line North 01°09'17" East 1318.31 feet to a
point on the North line of said SWl/4NEl/4; thence along said North line South 89°01'49" East 792.09 feet to the
Northeast Comer of said SW1/4NEl/4; thence South 01°05'19" West 1319.17 feet along the East line of said
SW1/4NEl/4 to the POINT OF BEGINNING.
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File No. 0610087
SCHEDULE B -SECTION 1
Tue Following are the requirements to be complied with prior to the issuance of said policy or policies. Any other instrument
recorded subsequent to the date hereof may appear as an exception under Schedule B of the policy to be issued. Unless otherwise
noted, all documents must be recorded to the office of the Clerk and Recorder of the County in which said property is located.
I. This is an Informational only commitment. No policy will be issued hereunder.
NM6
American Land Title Association Commitmenl
Schedule B -Section I -Form I 004-5
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File No. 0610087
SCHEDULE B -SECTION 2
Schedule B of the Policy or Policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction
of the company:
1. Rights or claims of parties in possession not shown by the Public records.
2. Easements, or claims of easements, not shown by the public records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts, which a correct survey and inspection of the
premises would disclose, and which are not shown by the public records.
4. Any lien, or right to a lien~ for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public
records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent
to the effective date hereof but prior tu the date the proposed insured acquires of record for value the estate or interest or mortgage thereon
covered by this commitment.
6. Any and al.I unpaid taxes1 assessments and unredeemed tax sales.
7. Any lien or charge on account of the inclusion of subject pr_operty in an improvement district
8. Any and all water rights, claims, or title to water, whether or not the matters excepted are sho~ by th.e public record.
9. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the
premises hereby granted, and a right of way for ditches or canals as constructed by the authority of the United States, as reserved in United
States Patent recorded October 29, 1900 in Book 12 at Page 545 and in patent recorded July 14, 1939 in Book 73 at Page 207.
10. Reservation of all minerals and mineral rights, including oil and gas, on and in connection with said lands as reserved by Helen H. Carroll
formerly Helen H. Wilson and formerly Helen Hickox, Frank A. Conner and Marie Chenoweth in deed recorded January 19, 1968 in
Book 391 at Page 479 and any and all interests therein or assigrunents thereof.
l l, Terms and conditions of Garfield County Resolution No. 81 ·198 providing for an exemption from the Garfield County Subdivision
regulations as more particularly described jn the resolution recorded June 30, 1981 in. Book 575 at Page 748.
12. TetmS and conditi.ons of Special Use Permit recorded November 17, 1987 in Book 724 at Page 532.
13. Tenns and conditions of resolution No. 92~03 l concerning the approval of a zone district amendment recorded April 14, 1992 in Book 828
at Page 496.
14. Non·exclusive easement granted to Public Service Company of Colorado in instrument recorded June 6 1 1995 in_ Book 943 at Page 189.
15. Reservation of rights of way for existing irrigation ditches as described in deed recorded January 6, 1995 in Book 927 at Page 709.
16. Terms and conditions of Garfield County Resolution No. 99~ 106 concerning an zone district amendment recorded October 6, 1999 in
Book 1154 at Page 69.
17. Terms and conditions of Memorandum of Water Allotment Contract reoorded June 23, 2004 in Book 1598 at Page 597.
18. Easement and right of way for any existing irrigation ditches, laterals, canals or pipelines.
19. Right of way for County Road No. 221.
20. Tenns, conditions and all matters set forth in Garfield County Resolution No. 2004-132 ooncemed with the approval of a preliminary plan
application for the Big-R Commercial Subdivision Preliminary Plan rewrded December 22, 2004 in Book 1650 at Page 110.
(Continued)
File No. 0610087
SCHEDULE B -SECTION 2
(Continued)
l.gJUUH/UUH
21. Terms and conditions of Oil and Gl!S Lease by and between Big R Enterprises, LLC, as Lessor and Apollo Energy, LLC, as Lessee,
recorded April 15, 2005 in Book 1679 at Page 233 and any and all interests therein or assignments. there of.
22. Deed of Trust from Big R Enterprises, LLC to the Public Trustee of Garfield County for the use of Rifle Ski Corporation, showing an
original amount of$695,912.40, dated December 16, 2004 and recorded December 27, 2004 in Book 1650 at Page 805. Note:
Subordination Agreement recorded in connection with said Deed of Trust on March 31, 2006 in Book l 785 at Page 401 ..
23. Deed of Trust from Big R Enterprises, LLC to the Public Trustee of Garfield County for the use of Alpin_e Bank, showing an original
amount of $2,400,000.00, dated March 30, 2006 and recorded March 31, 2006 in Book 1785 at Page 392.
NOTE: EXCEPTION(S} NIA WILL NOT APPEAR IN THE NIA TO BE ISSUED HEREUNDER.
The Owner's Policy of Title Insurance committed for in this Conunitrnent, if any, shall contain, i.o addition. to the Items set forth in. Schedule B -
Section 2, the foUowing items:
(I) The Deed of Trust, if any) required under Schedule B. Section L (2) Qnpatented mining claims; reservations or exceptions in patents or in
Acts authorizing the issuance thereof. (3) any and all unpaid taxes, assessments and unredeemed tax sales.
NOTE: The policy (s) of insurance may contain a clause permitting arbitration of claims at the request of either the Insured or the Company.
Upon request, the Compa~y "vill provide a copy of this clause and the accompanying arbitration rules prior to the closing of the transaction~
American Land Title Association Commitment
Schedule 8 -Section 2
Form 1004-12 ·
MINERAL RIGHTS OWNERS
AND
PROPERTY OWNERS WITHIN 200 FEET
May. 26. 2004 10: !6AM COMMON WEALTH TITLE u 11, • ' ~ -
OWNER'S WITillN 200 FEET JlOR PROPERTY OWNED BY RIFLE SKI CORP.
l'ETH HOLDINGS l,IMI'fED PARTNERSHIP
602 E. 15 TH STREET
CHEYENNE, WY 82001
2l77-l11-00-474 (SECT!ON l l, TWN 6, RNG 93)
SCOTT BRYNILllSON AND LINllA BRYNILDSON
l 831 RAILROAD AVENUE
RIFLE, CO 81650
2177-111-00-357 (SECTION 11, TwN 6, RNG 93)
PAUL B. LUGINBUHL AND JIM E. LUG!NBUHL
P.O. Box950
BASALT, CO 81621
2177-111-00-481 (SECTION l l, TWN 6, RNG 93)
ARDIS A. GREEN
603 COUNTY ROAD 221
RIFLE, CO 81650
2177-111-00-343 (SBCTJON 11, TWN 6, RN093)
RICHARD N. CASEY
P.O.Boxl815
RlfLB, CO 81650
2177-113-00-298 (SECTiON 11, TWN 6, RNG 93)
2177-111-00-390 (SECTION I!, TWN 6, RNG 93)
UNITED FAMILY L!MTTEO PARTNERSHIP
2406 E. ENCANTO
MESA, AZ 85213
2177-113-00-084(SECTION11, TWN 6,RNG 93)
ROAIHNG FORK RECLAMATION, LLC
P.O. Box 1220
CARBONDALE, CO 8 J 623
2177-112-00-292 (SECTION ll, TWN 6, RNG 93)
MAR YIN STEPHENS ANO TERRY STEPHENS
28239 HIGHWAY 6
RIFLE, CO 81650
2177-1 14-00-087 (SECTION 11, TWN 6, RNG 93)
l
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May 26. 2004 10: !6AM COMMON WEALTH TITLE
WESTERN SLOPE DEVELOPMENT CORP.
0836 COUNTY ROAD 210
RrFLE, CO 81650
2177-113-01-006 (PO WERLINE PROfESSIONAL PARK #3, LoT 6)
2177-113-01-007 (PO WERLINE PROFESSIONAL PARK #3, LOT 7)
2177-113-01-008 (POWERL!NE PROFESSIONAL PARK #3, LOT 8)
WILLIAM H. DUBOIS AND DONNA M. DUBOIS
405 MID VALLEY DRIVE
NEW CASTLE, CO 81647
2177-111-00-359 (SECTION I I, TWN 6, RNG 93)
KENNETH CHAMBERS, PATRICIA CHAMBERS AND FLINT CHAMBERS
P.O. Box 1092
RIFLE!, CO 81650
2177-114-00-294 (SECTION 11, TwN 6,RNO 93)
FLINT CHAMBERS
P.0.Box 1092
RIFLE, CO 81650
2177-114-00-305 (SECTION 11, TWN 6, RNG 93)
YVONNE D. CHAMBERS
28580 HIGHWAY 6
RIFLE, CO 81650
2177-114-00-452(SECT!ON 11. TWN6,RN093)
CHARLES E. GRIFFIN AND VIVIAN J. GRIFFIN
3925 COUNTY ROAD 233
RIFLE, CO 81650
2177-1 12-00A94 (SECTION 11, TWN 6, RNG 93)
No. 1765 P. 3/3
2
WATER SUPPLY PLAN
ill .,
L
'
.Lt-~I
OFFICE OF THE STATE ENGINEER"-i..:~:,'
Division of Water Resources
Department of Natural Resou.rces NOV 2 9 2004
1313 Sherman Street, Room 818
Denver, Colorado 80203
Phone (303) 866-3581
FAX (303) 866-3589
www.water.state.co.lis
Jim Hardcastle
.. , . ~ . ' '
.... ~' .... : ::'1 .:i
November 24, 2004
Garfield County Building and Planning
108 8th St Ste 201
Glenwood Springs CO 81601
Dear Mr. Hardcas!IE):
Re: Big R Commercial Park, Subdivision Preliminary Plan
Sec. 11, T6S, R93W, 6TH PM
W. Division 5, W. District 39 ·
Bill Owens
Governor
Russell George
Executive Director
Hal D. Simpson, P.E.
State Engineer
We have reviewed the additional information regarding the above referenced proposal to
Sl\bdivide a parcel of._q;-!;~9. a"<res,[~tq,terJ:obmrtierci9I parcels1 .wbich unde~.ex:isting . . . · . -.
Gqmmercial!Gene<al ;z:oning:9'ln!Qe .l:/Sed; fpr a va~iety o~ uses.; ·T:tJe;applican\ propqses'to: supply
wat_er to E)ach lot wi!h indJVidl\a.~.w.~U,s &,h\1 to-C!.ugmen~:diversibns .from ,the::iEl .wells through a"
contract with the I/jest Pivipe yt.Pter Q.or;t\>,6'~a'nc)tailll~¢-. Se!'J<i9.e.J!ispp?\'J,ri~ ·to;J:ieithrough
individual septic systen:s-T~e.submi\t<3.1. includ~d,~_<;:c>pypf\h_e \{\lat(')~ Supply Plan report by
Colorado River Engineering,· lnc'.;'geolbgic maps and repo~s; a '!iti'_o.( ne11rJ:iy e~isting well~ (also
provided by Colorado RiverEngirieerirtg, Inc.), and a ropy pf approveci'West Divide Water
Conservancy District (the DistriCt) Water Allotment Contract No. 04051 BBRCP(a).
The plan proposes to supply the ten lots by individual wells to be constructed on each lot
by the future lot owner. Although well permits for this area may be available if the well is included
in the District's temporary substitute supply plan, no well permit applications h;;ive been submitted
for review by this office, and there is no guarantee that well permits canoe i_ssued. ' ... ' ' . . --.
The July 6, 2004 rep 0rt by Colorado River Engineering, Inc. indicates th;;it the Regulski
Well No. 2 near the site produced an average of 25 gallons per minute over a 24-hour period on
March 25"26, 2004. Review· of the documents related to the wells identified by Colorado River
Engineering, Inc. reveals that existing wells near the proposed subdivision have operated
successfully in the past with similar production rates and depths. If the proposed wells have
similar production rates, the water supply should be physically adequate.
The report by Colorado River Engineering, Inc. indicates that total annual water diversions
and consumption for t~e de~el9p~~~t \'.>'.[II be 13.83 a,Cfe-f~et .ang 19;p1J'acre-feet,. respectively.
The approved contract from the·D1stnct 1s f9r 11 :03 acre-f~et 0f v,~ter. . . . . · ... · .. ·
i_;;'·.::,.' ,,.::·:. :·;:,,:··.· ,})'· ··:-.·,'J)~··\'.·····.::·~;;:.·,':,;\;: .·.·.·~~<.!~'°:'· .. ,. ·'"~· •,1 .•. · .. :'-. !·.·
: ... "· ~" _B.as,ed qp ,\he.abp".E'l• i\ is ,our,opirJion; purst1,<_'lntl:o/ GJ~S 30"2!'H 36(1)(h)(I}; .that the ·
propo~~d .w'atE!r-.~upply .is. phy?jca!ly .adequate .an.d will not cause. material injury to: decreed
wa\er rights, .&o long as fue. applicant obtains and maintains valid well. permits for the proposed
wells pL]rsuan\.to.a court.'approved plan for augmentation or pursuant to the District's temporary
,;,, Hardcastle November 24, 2004
'Big R Commercial Parl<
substitute supply plan. If you or the applicant has any questions concerning this matter, please
contact me for assistance.
Sincerely,
~~ ~.E.
Water Resource Engineer
CMUCJUBig R ii.doc
cc: Alan Martellaro, Division Engineer
James Lemon, Water Commissioner, District 39
Form No.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203 ·
(303) 866-3581
WELL PERMIT NUMBER --~6~37~7~5 ___ -~F __
LIC
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/0 ROBERT REGULSKI
POBOX9
RIFLE, co· 81650-
(970) 625-2410
Lot: 1 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section 11
Township 6 S Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
2530 Ft. from North
1558 Ft. from East
Section Line
Section Line
·uTM COORDINATES (Meters.Zone:13,NAD83)
PERMIT TO CONSTRUCT A WELL Easting: Northing:
1)
2)
3)
4)
5)
6)
7)
6)
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as ta· cause no material injury to existing water rights. The issuance of this permit does not ensure that
no Injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
The construction of1hls well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has
been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18.
Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy Dislricfs substitute water supply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for ~he release of replacement water from Ruedi Reservoir Is in effect, or under an approved plan for augmentation. WDWCD contract
#040518BRCP(a).
Approved as a well on a tract of land of 8.91 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P.M., further identified as lot no. 1, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A.
Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650.
The. u~e qfg,rQu.n~ VfiJter from this w~ll i~ l!f!Jit_ed to cqmmer.c;!al purpos.es in?id~ ::;ix (6) .l.lnit§ (0.~1 i;\q~-fopt);_µie injg~J.[on.9f n9t mqre ll1an
18,000 square feet (0.413 acre) of lawns and gardens (1.20 acie-foot);"and outside vehicle washing (1.34 acre~foot). Ail use of this well will
be curtaii8d unleSS the water ci110.imerit corllr8ct Or a·p18n for-auQmentation is irl effeCt. This Weil is.kOoWn as Big· R-Lof 1 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of groulid water to be appropriated shall not exceed 3.35 acreRfeet (1,091,597 gallons).
19)
I 10)
The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as
appropriate. The owner shall take necessary means and precautions to preserve these markings.
-A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and su~mitted to the Division Engineer upon request. I
111)
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This well shall be located not more than 200 feet from_ the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned by the applicant, except permit no. 61899·F. decreed aS Regulski Well no. 2, Division 5
Water Court, case nos. 94CW003 and OOCW104, 600 foot spacing ~tatement was submitted.
NOTE: Parcel Identification Number{PIN): 23-2177-111-00-475 fr?...._ :z.......-
NOTE: Assessor Tax Schedule Number: R005064 {totaling 26.47 acres)
1APPROVED
DMW ~-.ff~-~~
By
EXPIRATION DATE 01-05-2007
I State Engineer
Recei t No. 9502333A DATE ISSUED 01-05-2006
NJ. ;GS' P. i
T•ISI P.0021002 ~-7f1 Ju.Jul. 2€ . ... ,r"\111
I 'Wtl II l•U.
GW&-28
APP61CANT
e1a I\ ENTERPRISl!l, LLC
C/0 ROBl!RT REGULSKI
PO eoxo
RIFLli, CO 81116().
WILL PERNrT NUMIPI __ .1111!!21!ili?fA&.--··.s;.f __ •• _
DIV. Ii WO :lll CIS. IAGIN MO
N?eROV!QWE~
GARFIELD COU
SW 1/4 NE! 114 Secllon 11
T~lhlp 8 S RI~ i! 'N Sixth P.M.
QISWfClf FROM SEQTIQb! Llr,llj.S
2248 l't. frDm Notti 88e1111n LI~•
11114 Ft. ft'oll'I 1! .. 1 llllCl!on Lina
LI
{870) 112&-2410 UTM COORO!NAW CMa!!r!2enp;13.NADHl
El!sUng: Ngrth~~
ISSUANCE OF Tl'ilS PllWIT DOES NOT CONl'l!R A WATiR RIGHT
CQNpmpNI Qfl RPSOVM
1) Thll IHll •h•ll bo Mwd In uh a '"'V • ID .,.. n~ llllllrfal lnJijJY ID llllltlna watar rlglltl. Tht llau•~ 11111111 pl!ll'mlt
do9' nol8nturtlhll no !njwyllil occur101natharvtlltdWitar r!Qhtor pnialude anothtr-Df 1 Vtlllld lloftlrrG/llfrarn
MOklnG rt lief In I clYI llOUrt lctlon.
2) Tha lli>l'lll'!ICUCn 91 lhlt well •ri.11 b• In 11<1m~nce wflh Ill• W1tlr Will COlllllrnCllOn Rulol 2 Ceft 402-2, unllll l!'Plllllll
ri a Vlll'llnc:e ha bean ll1ll1led bvlh• Sl&la Peard cfwrnklwl otWatftrWtll CQnmioll11111nd 1'14111' ll'llbllllllon
Cclnllli:tora 1n ....,crda1tea wllh Rita 1 a.
3) l\fl!llOYOd pul'fijinl 1o ORS J7-00.137(3)1or Illa COllllln.iaUon ot • ..... u. 1pprapl!lll'IQ glDllld water'1bLllarylo 1111 Ccloradil
Riwr, on Iha ccnalllon lll1t 11\1 wal •hall ba oparallod !Wt 'M'lan 1lu Wut DMdt W111r Cc>nuMnoy Cllli'fcl'1 .ubsUW!o
Wiiier 1tjpp()t pl1n. •PllfOll!ld by the State !ngJnMr, ls In ll1Tect. ll!ld whM. 4 w1111r ll(latm1n1 conlrQct bllt.v<!tn 111• well own•r
•!Id Ille w ..... Divide Wai.t ~ C!slrlct fort.he IWlllM of rwp'-n•nl w.llrft'om ~utdl Reservoir r. In l1Twt, er
und., an ~pproved plan ror 1UC1ml!llatll!11.. WOWCD GOtllrllol ll04061a1RCP(1~
4 J The .,. of ground w•nerftom th~ wtll i• nmfl;d fD Mm1111r;f1f purpatn hlllda 1'11111 (4) 1111111 (0.114 •er.fool): Ill•
lhlgdon of not mom than 3,000 .,.... f..t (0.07 ICl'I) ol 11Mr!'l1111cl gerdtn1 (0.80 ICff-lboQ; llnd Ollllld• 1111hld1
w."1"1r;i co.eo aorHiOI). All iu of ttilt won w11 b• OIJl'lllllll unlllA b Y4llr allolmem lllllVlllt 0t • pl111 lbr auamtntallon
Ii In llllicl. Tiii• Mii 11 lcncw.n u Elle II l.ol 2 Wan.
SJ 'Ille pwmplr111 ra!a af ltllt ... 111hlll noi hctld 25 Q"'-1.
9) 111• ann...i 11T1111.inl of gro1111d Wl!at to llll approprtollld •lld l1'lt ~ 2,24 • .,..,..1 ('710.0lt ;811oNS).
71 The oWNI ~ m'rll 1111 .,,..n 1111 tonapouous pr ... ~ 1111~ plllnlt nwm11tr(8).111'"" or Illa •Clll~r. and couit c.a111
~llll!bat(•J n 1ppr6prlale, Tha -"1•0 Ilk• -~ nu1111nd prMllutlons to prtt1iv. lh.,. martctnga.
8) lNa v.e/l 1he1: Ill consrrui:ted nlll mo11 lhen 200 faet ftem lllt la~n ..,..C!llld on 11111 perm!~
&) Thia Wllll •h•ll a. ecnt1Noi..:J 11111111111 !!OD fatlftam Wfl llldffttg wtl, oompl<oted lnlNI umc 1~u1rtt, 1h1t 11 not awn1d 11y
lflaspp~~
10) Tiie ltlllm ftow ft'llm tti. ~• of !Ha \11111 must bo thtollllh 1n lnlfMdu1I walfa 11111!# dllpnaoJ ~m af lhe
no1HY11por11We ~1 llllln Iha VllllOr 11 ntlumed 10 lh1 asme m•m a~m In l.t'iloh tilt wtll k lotmlad.
11 l A IDlll!lilln1 flow"*"' ml.Oii bl lnltllfled un 1111• wel and mlllrtll~ Ill good >VOl'fdng oldlr. Pa11111ntlll rtoord1 of aa
di";trl/gno muGI bo ma~l1ed by Ill• \Wll owntr (rtCO/ded .i ltllt1 anniallY) -.id auDnillllCI ti Ille DlvfaJgn ~r upon
r8G,IJNl.df.1fi.61eS
APPROVED
J.N'R
\
Form No.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581 UC
WELL PERMIT NUMBER --~63=7~7=6 ___ -~F __
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/O ROBERT REGULSKI
PO BOX9
RIFLE, CO 81650-
(970) 625-2410
Lot: 3 Block: Filing: Sub<liv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section 11
Township 6 S Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
2103 Ft. from North Section Line
1510 Fl. from East Section Line
UTM COORDINATES (Meters,Zone:13,NAD83)
PERMIT TO CONSTRUCT A WELL Easting: Northing:
1)
2)
3)
4)
5)
6)
7)
8)
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that
no Injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has
been granted by the State Board of Examiners of Water WeU Construction and-Pump Installation Contractors in accordance with Rule 18.
Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract
#040518BRCP(a).
Approved as a well on a tract of land of 2.0 acres described as that portion of the SW 114 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P.M., further identified as lot no. 3, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A.
Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650.
The uSe of ground water from this well is limited to commercial purposes inside one (1) unit (0.2 acre-fOOt); the irrigation of not more than
8,000 square feet (0.184 acre) of iawns and gardens (0.54 acre-foot); and outside vehicle washing (0.22 acre-foot). AU use of this well will be
curtaiied unless the water allotment contract or a plan for augmentation is iil effect. This well is known as Big R Lot 3 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons).
The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
9)-The owner shall mark the well in a conspicuous place with well permit number{s), name of the aquifer, and court case number(s) as
appropriate. The owner shall take necessaiy means and precautions to preserve these markings.
10) · A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
11) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned by the applicant, except permit no. 61899-F, decreed as Regulski Well no. 2, Division 5
Water Court, case nos. 94CW003 and OOCW104, 600 foot spacing statement was submitted.
NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475
NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres)
APPROVED
\ DMW
'\ceipt No. 95023338
State Engineer u
DATE ISSUED 01-05-2006
By
EXPIRATION DATE 01-05-2007
Form No.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
WELL PERMIT NUMBER ------"-63,,.,7'"'"7_,_7 ___ -_,_F __
UC
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/O ROBERT REGULSKI
POBOX9
RIFLE, CO 81650-
Lot: 4 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section 11
Township 6 s Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
2062 Ft. from North
1510 Ft. from East
Section Line
Section Line
(970) 625-2410 UTM COORDINATES (Meters,Zone:13,NAD83)
'PERMIT TO CONSTRUCT A WELL Easting: Northing:
1)
2)
3)
4)
5)
16)
1
7)
8)
I I 9)
i 10)
I 11)
I
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that
no Injury will occur to another vested water right or preclude another owner of a vested w8ter right from seeking relief in a civil court action.
The construction of this well shall be in compliance with the Water Well Constructi9n Rules 2_ CCR 402-2, unless approval of a _variance has
been granted by the_State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Ruie 18.
Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water S!Jpply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract
#040518BRCP(a).
Approved as a well on a tract of land of 2.0 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P.M., further identified as lot no. 4, Big R Commercial Park, Garfield County, more particularly described on tlle attached exhibit A.
Physical well address: 28485 Highway 6 & 24, Rifte, CO 81650.
The use of ground _water_from this well i~ limited t9 commercial purp_oses inside one (1) unit (0.2 acre-foot); the irrigation of not more than
8,000 square fe~t ((>.184 ~-ere) c;J(l~w.-ns and gardens (0.54 acre-foot): and outslde vehicle washing (0.22 acre-foot). All use of this well will be
curtail9d ·unless the water allotment contract or a plan for augmentation is In effect. This well is known as Big R Lot 4 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons).
The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
The owner shall mark the well in a conspicuous place with well permit number{s), name of the aquifer, and court case number{s) as
appropriate. The owner shall take necessary means and precautions to preseive these markings.
A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned by the applicant, except permit no. 61899-F, decreed as Regulski Well no. 2, Division 5
Water Court, case nos. 94CW003 and OOCW104, 600 foot spacing statement was submitted. '
NOTE: Parcel Identification Number(PIN): 23-2177-111-00-475 y~ ~
NOTE: Assessor Tax Schedule Number. R005064 (totaling 28.47 acres) 0 /' ~...i; /2 c?!7 6
'APPROVED
1DMW
By
EXPIRATION DATE 01-05-2007 '-LRecei t No. 9502333C DATE ISSUED 01-05-2006
Form No.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
WELL PERMIT NUMBER --~6-"-37'""'7"'8'-----~F __
UC
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/O ROBERT REGULSKI
PO BOX9
Lot: 5 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section 11
Township 6 S Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
1805 Ft. from North Section Line
RIFLE, CO 81650-1588 Ft. from East Section Line
(970) 625-2410 UTM COORDINATES (Meters.Zone:13.NAD83)
PERMIT TO CONSTRUCT A WELL Easting: Northing:
1)
2)
3)
4)
5)
6)
7)
8)
9)
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that
no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of.a variance has
been granted by.the State Board of Examiners of Water Well Construction and Pump lnstalfation Contractors in accordance with Rule 18.
Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is In effect, or under an approved plan for augmentation. WDWCD contract
#040518BRCP(a).
Approved as a well on a tract of land of 2.0 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P.M., further identified as lot no. 5, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A
Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650.
The U:3e of grou_nd water from this well is !imit~d to commertjal purpos~s insij'.Je one (1) uni~ (0.2 acre-foot); the irrigation of not more than
8,0.00 square le.et (0.184 acre) oflawns and gardens (0.54 acre-foot); and outside vehide washing (0.22 acre-foot). All use of this well will be
curtailed unless the water allotment contract or a plan for augmentation Is in effect This well ls known as Big R Lot 5 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons).
The return flow from the use of this well must be through an Individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as
appropriate. The owner shall take necessary means and precautions to preserve these markings. ·
10) · A totalizing flow meter must be installed on this well and maintained In good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
11) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed In the same aquifer, that is not owned by the applicant, except permit no. 61899-F, decreed as Regulski Well no. 2, Division 5
Water Court, case nos. 94CW003 and OOCW104, 600 foot spacing statement was submitted.
NOTE: Parcel Identification Number (PIN): 23-2177-111-00-4 75
NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres)
APPROVED
DMW
Receipt No. 9502333D
State Engineer
v·
DATE ISSUED 01-05-2006
By
EXPIRATION DATE 01-05-2007
Form No.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St.. Denver, Colorado 80203
(303) 866-3581
WELL PERMIT NUMBER ---"6,,_37,__,7"'9'-----~F __
UC
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/O ROBERT REGULSKI
POBOX9
Lot: 6 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section 11
Township 6 S Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
171 O Ft. from North Section Line
RIFLE, CO 81650-1580 Ft. from East Section Line
(970) 625-2410 UTM COORDINATES (Meters.Zone:13,NAD83)
PERMIT TO CONSTRUCT A WELL Easting: Northing:
1)
2)
3)
4)
5)
6)
7)
8)
9)
10)
11)
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This. well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that
no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has
been Qranted by the State Board of Examiners of Water Well Constructiori and Pump lnstall~tion Contractors in accordance with Rule 18.
Approved pursuant to CRS 37 "-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conseivancy District's substitute water supply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract
#040518BRCP(a).
Approved as a well on a tract of land of 2.01 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P .M., further identifi"ed as lot no. 6, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A.
Physical well address: 28485 Highway 6 & 24, Rifte, CO 81650.
Tb.~ J.!~~ 9f gro!.Jn.c;I w~t~r fn;>m lt!ls wen is limit.ed t(J commercial purposes inside.one (1) unit (0.2 acre-foot}; the irrigation of not-more than'
8,000 square fe.et.(0.184 acre) of lawns and gardens (0.54 acra-foot); and outside vehicle washing (0.22 acre-foot). All use of this well will be
curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Big R Lot 6 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons).
The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) a~
appropriate. The owner Shall take necessary means and precautions to preserve these markings.
·A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned by the applicant.
NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475
NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres)
I APPROVED
IDMW
01-05-2007 I Recei t No. 9502333E
By
EXPIRATION DATE. DATE ISSUED 01-05-2006
,torm No.
JGWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Shennan St., Denver, Colorado 80203
(303) 866-3581
APPLICANT
BIG R ENTERPRISES LLC
C/0 ROBERT REGULSKI
PO BOX9
RIFLE, CO 81650-
WELL PERMIT NUMBER ---"63"'7'"'8"'0 ___ -_,,F __
DIV. 5 WD39 DES. BASIN MD
Lot: 7 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section 11
Township 6 S Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
1513 Ft. from North
1511 Ft. from East
Section Line
Section Line
UC
(970) 625-2410 UTM COORDINATES {Meters.Zone:13,NAD83)
' PERMIT TO CONSTRUCT A WELL Easting: Northing:
.
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material Injury to existing water rights. The issuance of this pennit does not ensure that
no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has
been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy Districfs substitute water supply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract
#040518BRCP(a).
4) The Issuance of this pennit hereby cancels pennit no. 60607. Per review of this pennit application it was noted that the old well, permit no.
60607 does not exist. Proof must be submitted showing that no health or safety hazards exist and that the old well has been plugged in
accordance with Rule 16 of the Water Well Construction Rules within sixty (60) days of completion of the new well. The enclosed Well
. Abandonment Report fonn rrust be c:_;oi:npl_eted ~nd submitted to affirm that the old well was plugged.
5) . Approved as a well on a tract of .land of 2.03 acres.described as that portion of the SW 114 of the NE 114, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P.M., further identified as Jot no. 7, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A.
Physical well address: 28485 Highway 6 & 24, Rine, CO 81650.
· 6) The use of ground water from this well is limited to commercial purposes inside one (1) unit (0.2 acre-foot); the irrigation of not more than
8,000 square feet (0.184 acre) of lawns and gardens (0.54 acre~foot); and outside vehicle washing (0.22 acre-foot). All use of this well will be
curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Big R Lot 7 Well.
7) The pumping rate of this well shall not exceed 25 GPM.
8) The annual amount of ground water to be appropriated shall not exceed 0.96 acre·feet (312,816 gallons).
9) . The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
1 O) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as
appropriate. The owner shall take necessary means and precautions to preserve these markings.
11) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
12) This well shall be located not more than 200 feet from the location specified on this pennit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned by the applicant.
NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475
NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres)
APPROVED
DMW
Receipt No. 9502333F
State "Engineer Y'
DATE ISSUED 01-05-2006
By
EXPIRATION DATE 01-05-2007
I Form No. i 1 GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581 UC
WELL PERMIT NUMBER ----=6.:.37,_,8'"'1 ___ -_,_F __
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/0 ROBERT REGULSKI
POBOX9
RIFLE, CO 81650-
Lot 8 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section-11
Township 6 S Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
1464 Ft. from North Section Line
1511 Ft. from East Section Line
UTM COORDINATES (Meters,Zone:13,NAD83) (970) 625-2410
i>ERMIT TO CONSTRUCT A WELL Easting: Northing:
I 1)
I 2)
1.
I J)
I)
I 1)
I
I~>
J t)
I >
I ·>
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that
no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
The construction of this well shall be in c_ompfiance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has·
been granted by the state Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18.
Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner an~ the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract
#040518BRCP(a).
Approved as a well on a tract of land of 2.87 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P .M., further identified as lot no. 8, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A.
Physical well address: 28485 Highway 6 & 24, Rifte, CO 81650. . ...
The use of ground water from lliiS wen iS JirTiited to Conimi!rci~I plirpos~S ins id~ one (1) Molt (Q.2 acre-foot); the irrigation of not more· than ·
8,000 square feet (0; 184-acre) of lawns and gardens· (0.54 ·acre-rooo; ·and Ouiside vehicle washing (0.22 acre-foot). All use of this well will be
curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Big R Lot 8 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons).
The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as
appropriate. The owner shall take necessary means and precautions to preserve these markings.
10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually} and submitted to the Division Engineer upon request.
-(1) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is n~t owned by the applicant. r ~
NOTE: Parcelldentification Number(PIN): 23-2177-111-00475 , ,,.-::: 7..---
NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres) <7 /' / 0 ->......-;-~c? b
/~PROVED
DMW
State Engineer p ·ceipt No. 9502333G DATE ISSUED 01-05-2006
By
EXPIRATION DATE 01-05-2007
'(Form No.
GWS-25
!
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581 UC
WELL PERMIT NUMBER --~6~37~8=2 ___ -~F __
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/0 ROBERT REGULSKI
PO BOX9
RIFLE, CO 81650-
(970) 625-2410
Lot: 9 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
SW 1/4 NE 1/4 Section 11
Township 6 S Range 93 W Sixth P.M.
DISTANCES FROM SECTION LINES
2062 Ft. from North
1421 Ft. from East
Section Line
Section Line
UTM COORDINATES (Meters.Zone:13,NAD83)
PERMIT TO CONSTRUCT A WELL Easting: Northing:
1)
2)
3)
4)
5)
6)
7)
8)
9)
10)
11)
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
Thls well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that
no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has
been granted by the State .Board of Examiners of Water Well Construction and Pump Installation Contractors in accordan·ce·With Rule 18.
Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by
the State Engi~eer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is in effect, or under .an ;;1pproved plan for augmentation. -WDWCO contract
#040518BRCP(a).
Approved as a well on a tract of land of 2.45 acres described as that portion of the SW 114 of the NE 114, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P..M., further identified as lot no. 9, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A.
Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650.
The use of. ground.water from.this .. well is limited to commercial purposes inside one {1) unit {0.20 acre-foot): the irrigation of nqt.mqre than
8,000 sq~13r~ feet (0, 1.~ ~ir~> .Q~!.~_\Y.11S arift .9~_r~~fl$ (Q:q~_~q~-foo.t): outsid~-veh_ic;:le was.hing {0.22 acre-foot): _and fire protectionls.to.rage
(0.55 acre-foot). All use of this well will be curtailed unless the water allotment contract or a plan for augmentation Is in effect This well is
known as Big R Lot 9 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of ground water to be appropriated shall not exceed 1.51 acre-feet (492,034 gallons).
The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well is located.
The owner Shall marl< the well in a conSpiciJous place with well permit number{s), name of the aquifer, and court case nLiiflber{s) as
_ appropriate. The owner shall take necessary means and precautions to preserve these markings.
A totalizing now meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request
This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned by the appncant, except permit no. 61899-F, decreed as Regulski Well no. 2, Division 5
Water Court, case nos. 94CW003 and OOCW104, 600 foot spacing statement was submitted.
NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475
NOTE: Assessor Tax Schedule Number. R005064 (totaling 28.47 acres)
APPROVED
IDMW
State Engineer By
(Receipt No. 9502333H DATE ISSUED 01-05-2006 EXPIRATION DATE 01-05-2007
n Form No.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581 EXST
WELL PERMIT NUMBER --~6~37~8~3~---~F __
APPLICANT DIV. 5 WD39 DES. BASIN MD
BIG R ENTERPRISES LLC
C/O ROBERT REGULSKI
PO BOX9
RIFLE, CO 81650-
Lot: 10 Block: Filing: Subdiv: BIG R COMMERCIAL PARK
APPROVED WELL LOCATION
GARFIELD COUNTY
NW 1/4 SE 1/4 Section-11
Township 6 S Range 93 W Sixlh P.M.
DISTANCES FROM SECTION LINES
2571 Ft. from South
1353 Ft. from East
Section Line
Section Line
(970) 625-2410 UTM COORDINATES (Meters.Zone:13,NAD83)
PERMIT TO USE AN EXISTING WELL Easting: Northing:
3) I
I
4)
I .
1 '5)
I
6)
I
I 7)
I 8)
I 9)
I 10)
I 11)
I
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that
no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action.
Construction details fQr this existi_ng well have not been p~ov!ded: tq_ tflis office_; therefore,Jt.is not known if the construction of this well is in
compliahce with the water Well CoiistruCtion Rules, 2 CCR 402·2. The issuance of this permlt does not relieve the well owner of
responsibility or liability in the event contamination of the groundwater source results from the construction or use of this well, nor does the
State Engineer assume any responsibility or liability should contamination occur.
Approved pursuant to CRS 37-90·137(2) for the construction of a well, appropriating ground wa_ter tributary to the Colorado River, on the
condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by
the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District
for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract
ll040518BRCP(a).
Approved for the installation of a pump in, and the use of, an existing well,_ constructed on an_ unknown d~te, to an unknown depth, under.
permit no. 170888 (expli"ed). ·rssuatlGe 'Of thiS permit "heiebY" eXplres Perniit n"o. "17Qa88. -.. - --
Approved as a welt on a tract of land of 2.33 acres described as that portion of th.; NW 1/4 of the SE 1/4, Sec. 11, Twp. 6 South, Rng. 93
West, 6th P.M., further identified as lot no. 10, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit
A. Physical welt address: 28485 Highway 6 & 24, Rifle, CO 81650.
The use of grourid water from this well is limited to commercial purposes inside one (1) unit (0.2 acre-foot); the irrigation of not more than
8,000 square feet (0.184 acre) of lawns and gardens (0.54 acre-foot); and outside vehicle washing (0.22 acre-foot). All use of this well will be
curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Big R Lot 10 Well.
The pumping rate of this well shall not exceed 25 GPM.
The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons).
Tile return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the
water is returned to the same stream system in which the well Is located.
The owner shall mark the we// in a conspicuous place with well permit number(s), name of the aquifer, and court case number{s) as
approp~ate. The owner shall take necessary means and precautions to preserve these markings.
A totalizing flow meter must be installed on this well and maintained in good working order. Permanent rec"ords of all diversions must be
maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request.
I
2) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well,
completed in the same aquifer, that is not owned ~y the applicant, except permit no. 61899-F, decreed as Regulski Well no. 2, Division 5
I water Court, case nos. 94CW003 and OOCW104, 600 foot spacing statement was submitted.
NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475
I NOTE: Assessor Tax Schedule Number. R005064 (totaling 28.47 acres)
l
I
,,5l-._,;q. ?\ --;.,_....-..A_Z..,G._/
/ By
EXPIRATION DATE 01-05-2007
State Engineer
P-,cei t No. 95023331 DATE ISSUED 01-05-2006
' '
:::urrent January 2004 -,
APPLICATION TO';}_!}f'f}_ij/j~ ATER LEASE FROM
WEST DIVIDE WATER CONSERVANCY DISTRICT
Contract# 0405 l 8BRCP(a)
Map #500a-500j
Date Activated 5/18/04
Date Amended 10/28/04
109 West Fourth Street, P. 0. Box 1478, Rifle, Colorado 81650
L APPLICANT INFORMATION
)'lame "Big R Commercial Pk". Rifle Ski Com c/o Robert Regulski
Mailing Address: PO Box 9 Rifle. Colorado 81650
/elephone: 970-625-241 O
Authorized agent: Christopher Manera, Colorado River Eng, Inc.
r· COURT CASE #'s: Decree Case No. ________ _
Augmentation Plan Case No.
?· USEOFWATER
D RESIDENTIAL (check applicable boxes)
0 Ordinary household use Number of dwellings: _____ _
b Subdivision: No. constructed units: No. vacant lots:
D Home garden/lawo irrigation of sq. ft. --
' Method of irrigation: D flood D sprinkler 0 drip D other
0 Non-commercial animal watering of animals
. _O Fire Protection
Well Slrari11g Agreeme11t for multiple ow11er wells must be
<ubmitted.
0 COMMERCIAL (check applicable boxes)
Number of units: IO lots Total sq. ft. ofcommercial units: NIA
Pescription of use: Not fully developed, vacant lots from 2 to 9--
hcres±. Zoned Commercial General. pending countv sub-division.
Commercial uses-in-house supply and outside uses to include
irrigation and vehicle washing.
!J INDUSTRIAL
Description of use: ________________ _
Evaporation: Maximum water surface to be exposed: ____ _
Description of any use, other than evaporation, and method of
Jiversion, rate of diversion, and annual amount of diversion of any
water withdrawo from the pond: ___________ _
D MUNICIPAL
Description ofuse:. ________________ c_
4. SOURCEOFWATER
Structure: Up to IO Wells Structure Name: Big R Wells I to IO
Source: D Surface D Storage 0 Ground water
:urrent Permit# ___________ (if applicable)
0 Direct Pumping: Tributary: Location: -------------
5. LOCATION OF STRUCTURE
Garfield NW/SE and SW/NE
County
11
Section
Quarter/quarter
6S 93W
Township Range
Quarter
6th
Principal Meridian
Distance of well from section lines See Attached·List
Elevation: 5370 -
Well location address: 28485 Highway 6 & 24, Rifle. CO
(Attach additional pages for multiple structures)
6. LAND ON WHICH WATER WILL BE USED
(Legal description may be provided as an attachment.)
Parcel pending subdivision into I 0 lots, see sketch plan for parcel
legal description and proposed lot layout.
Number ofacres in tract: '"32,,,."'3,,_l ___ _
Inclusion into the District, at Applicant's expense, may be
required.
7. TYPE OF SEWAGE SYSTEM
0 Septic tank/absorption leach field D. Central system D Other
District name: ·-------------------
8. VOLUME OF LEASED WATER NEEDED IN ACRE
FEET: 11.03 (minimum of I acre foot)
Provide engineering data to support volume of water requested.
Co1nn1ercial, municipal, and industrial users must provide
diversion and consumptive data 011 a monthly basis.
A totalizing flow meter with remote readout is required to be
installed and usage reported to West Divide.
Applicant expressly acknowledges ii ftas !tad tire opportunity to
review Ille District's form Water Allotme11t Contruct and agrees
tftis application is made pursuant and subject to the terms and
conditions contained therein ..
Application Date: /{) -;J /-0 1/
pfl6I, !hi. /'
Applicant Signature ......,..
Applicant Signature
DATEAPPROVED:_ /D#/oy
WEST DIVIDE WATER CONSERVANCY
PROPERTY DESCRIPTION
A TRACT OF LAND SITUATED JN SECTION 11, TO'w'NSHJP 6 SOUTH, RANGE 93 VEST OF THE 6 TH
P.M., COUNTY OF GARFiELD, STATE OF COLORADO, SAID TRACT OF LAND BEJNO DESCRIBED 3Y
METES AND BOUNDS AS FOLLOW'S1
BEGINNING AT THE SOUTH'w'EST CORNER OF THE SE1/4NEJ/4 OF SAID SECTION 111
THENCE S.89'40'36'E. 300.83 FEET1 THENCE S.63'43'02'\/, 1337.91 FEET1
THENCE N.00'!2'00'\v', 597.08 FEETJ THENCE S.89'48'45'E. 104.57 FEET1
THENCE N.00'2!'56'E, 1318.18 FEET1 THENCE S.89'52'06'E. 793.77 FEET1
THENCE S.00'15'20'\/, 1318. 95 FEET TO THE POJNT OF BEGINNING.
SAID TRACT OF LAND CONTAINING 32.31 ACRES, MORE OR LESS.
.
.:i
Table 1
Big R Commercial Park
Annual Well Diversion and Consumptive Use Limits
DEMAND ESTIMATES
Outside use
Diversions Diversions Consumption Consumption Employees Irrigated Area (veh wash)
Lot Acreage (acre-feet) (gallons) (acre-feet) (gallons) (sq.ft.) (gal/day)
1 8.91 3.35 1,092,904 2.43 791,103 24 18000 1200
2 3.91 2.24 728,603 1.62 527,402 16 12000 800
3 2 0.96 312,969 0.68 222,270 6 8000 200
4 2 0.96 312,969 0.68 222,270 6 8000 200
5 2 0.96 312,969 0.68 222,270 5. 8000 200
6 2.01 0.96 312,969 0.68 222,270 6 8000 200
7 2.03 0.96 312,969 0.68 222,270 6 8000 200
8 2.87 0.96 312,969 0.68 222,270 6 8000 200
9 2.45 . 1.51 492,969 1.23 402,270 6 8000 200
10 2.33 0.96 312,969 0.68 222,270 6 8000 200
Totals 13.83 4,505,256 10.06 3,276,665 94000
Notes:
-Div Demands=# of employees @ 30/gal/day + irrigated area* 2.33 feet cu demand/80% app eff. +vehicle washing
-Consumptive Use = 15% employee demands assuming ISDS treatment+ irrg cu+ 100% vehicle washing
-Table prepared to show the amount of water available to each lot covered under the water augmentation contract through the West
Divide Water Conservancy District. Water demands could be increased by each lot but would require amendment of water contract
(see subdivision covenants). Water contract totals 11.0 ac-ft and assumes 10% conveyance assessment.
-Lot 9 well includes additional 180,000 gallons per year for fire fighting water storage tank.
DEMANDs.XLW
Summary All 7/6/2004 by: Colorado River Engineering, Inc.
Table 2
Water Diversion· and Consumptive Use Demands
Big R Commercial Park -Lot 1
(1
(2
(3
(4
. .
01l'8'Slli>~
) In-House
;JAN FE Bf MAR
0.0691
APR MAY JUNI JULI AUGI SEPI OCT NOV~
0.0661 0.069 0.81 .
) lrrk1ation
) Outside wash water.
) Fire fiohtino storaOe.
Totals-
:~Ji.sl'lM ... ri1:rall!.s ..
) Jn-House (5
(6
~
(8
(9
} !niaation
l Outside wash water
) Fire fiahtino storaoe
) Totals
••• 0.069
••• ••• 0.114
ac-'11 0
••• 0.183
••ft I 0.010
••ft
•<>ft 0.114
•<>ft 0
ac·ft 0.124
I
0.0621 0.066 0.069
I. I 0.093 0.217
0.1031 0.1141 0.110 0.114
01 0 0 0
0.1651 0.183 0.270 0.400
f. I I
0.009 0.010 I 0.010 0.010
I 0.074 0.174
0.103 0.114 0.110 0.114
0 0 0 0
0.112 0.124· 0.195 0.298
0.066 0.069 0.069 0.066 0.069
0.263 0.238 0.176 0.150 0.067 I
0.110 0.114 0.114 0.110 0.114 0.1101 0.114
0 0 0 0 0 Of 0
0.440 0.4201 0.358 0.327 . 0.250 0.1771 0.183
I
0.010 0.010 0.010 0.010 0.010 0.010 0.010
0.211 0.190 0.140 0.120 0.054
0.110 0.114 0.114 0.110 0.114 0.110 0.114
0 0 0 0 0 0 0
0.331 0.315 0.265 0.240 0.178 0.120 0.124
I
(10 ) Augmentation Water Contract Amount assuming year round call and 10% conveyance loss from upstream reservoirs
SUMMARY OF INPUT DATA USED JN CALCULATING DEMANDS
In-house uses
:1:n-house
) In-house use
(A)
(B
(C
(0
l E:nployees
l In-house deoletion
Outside uses
lrriQated area
} Irrigated Area
(E)
(F
(G
(H
(I
l Irrigation Efficiency
l Vehicle/washing
l Fire Fighting tank Refill
6 units
30 gal/day/employee'
4 perunit
15% (ISDS Treatment)
3000 sq.fl/unit
0.413 acres =(A) x (D)/43560
80o/o
200 gal/day/unit (assumed 100% depletive)
0 gal/year
Unit Consumptive Use Demands (lrrigatio'n and Water Featur~ Uses, if any)
(1)"' (A) x (B) x C) x days in monlh / 325800
(2) = (F) x (J) I (G)
(3) = (A) x (H) x days in monthf325800
(4) = (l)/12 months
(5)•(1)x(D)
(6) = (2) x (G)
(7) = (3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {{9) x 10%} +(9)
1.20
1..34
0.00
3.35
' ' 0.12
0.96
1.34
0.00
2.43
2.67
JAN FEB MAR APR MAY JUN JULI AUG[ SEP[ OCT NOVI DEC! ANNUAL
{J) IOi ation feet 0.00[ 0.00 0.00 0.181 0.421 0.51 0.461 0.34 0.29 0.13 0.001 0.00 2.33
Big R Commercial Park -Lot 2 ..
(1
(2
(3
(4
BJl/;E;fifil!ilJi!$
) In-House ... JA~-DEC ANNUAL!
0.046 0.041 0.046 0.044. 0.046 0.044 . 0.046 0.046 0.044 0.046 0.044 0.046 0.54
} lrrioation
) Outside wash water
l Fire fiohtina storaoe
Totals
;....~~ Si_ILVl~l[JY-i:-i;;t!i$.:
) ln·House
l lrriaation
) Outside wash water
l Fire fiahtina storaae
) Totals
(5
(6
~
(8
(9
•••
'""' ,.,
ac-ft
ac·fl
ac-fl
•<>ft
'""ft ,,..,
'
0.076 0.069
0 0
0.122 0.110
0.007 0.006
0.076 0.069
0 0
0.083 0.075
I
I 0.062 0.145 0.176
0.0761 0.074 0.076 0.074
OI 0 0 0
0.1221 0.180 0.266 0.293
I
0.0071 0.007 0.007 0.007
I 0.050[ 0.116 0.140
0.076[ 0.074 0.076 0.074
OI 0 0 0
0.0831 0.130 0.199 0.221
I
0.158 0.117 0.100 0.045 I 0.80
0.076 0.076 0.074 0.076 0.074 0.076 0.90
0 0 0 0 0 0 0.00
0.280 0.239 0.218 0.167 0.118 0.122 2.24
0.0071 -0.007 0.007 0.007 0.007 0.007 0.08
0.1271 0.094 0.080 0.036 0.64
0.076. 0.076 0.074 0.076 0.074 0.076 0.90
0 0 0 0 0 0 0.00
0.210 0.177 0.160 0.119 0.080 0.0831 1.62
I I
{10 ) Augmentation Water Contract AmOuni assuming year round call and 10% conveyance loss from upstream reservoirs 1.78
SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS
lln·house uses
<A)lln·house
(0)iln-hou~e use
(CJ Employees
(OJlln·house depletion
jOu_ts ide uses
(E) Irrigated area
(f) lrrig8ted Area
(GJ 1.lrrigation Efficiency.
(H)IVehicle/washing
(l)!Fire Fighting tank Refiil
4 units
30 gal/day/employee
4 par unit
15% (ISDS Treatment)
3000 sq.ft/unit
0.275 acres =(A) x (D)/43560
80o/o
200 gal/day/unit (assumed 100% depletive)
O gal/year
Unit C_onsumptlve Use Demands (Irrigation and Water Feature Uses, if any)
JAN FEB MAR APR MAYj
{J) Ir· ation feet 0.00 O.OOI 0.00 0.18 0A2
JUN
0.51
7/6/2004 Colorado River Engineering
(1) =(A) x (B) x C) x days in month/ 325800
(2) • (F) x (J) I (G)
(3) "' (A) x (H) x days in month/325600
(4) = (1)/12 months
(5)•(1)x(D)
(6) = (2) x (G)
(7)• (3)
(8)' (4)
(9)' (5) + (6) + (/) + (8)
(10) = {(9) x 10%} +{9)
JUL AUG SEP
0.46 0.34 o.29.I
OCT NOV
0.131 0.00
DEC ANNUAL
0.00 2.33
M-\CREj6bfiles\600-BigR\OEMANDs.XLW
ID.!lii;;R$_lj;)~
) In-House
l lrrioation
(1
~
(3 } Outside wash water
" ) Fire finhtlnn storaC1e
Totals
·~· I
·~· ·~· ·~· I
ac-tt
Table 3
Water Diversion and Consumptive Use Demands
Big R Commercial Park· Lots 3 through 8, and 10
JANI FEB! MARI A.PRI MAY JUN JUL AUG
0.120 0.108 0.1201 0.116 0,120 0.116 0.120 0.120
I 0.289 0.675 0.820 0.739 0.546
0.133 0.120 0.1331 0.129 0.133 0.129 . 0.133 0.133
0 0 0( 0 0 0 0 0
0.253 0.229( 0.253] .Q.534 0.928 1.064 0.992 0.799
$._W.N_smM~r$-
) In-House ac-ft 0.018 0.016 0.018 0.017 0.018 0.017 0.018 0.0181 (5
~
~
(5
(9
) lrriaation ac-tl I 0.2311 0.5401 0.6561 0.591 0.437
) Outside wash water ac·lt 0.133 0.120 0.1331 0.1291 0.1331 0.129( 0.133 0.133
) Fire fiohtlno storaoe ·~· 0 0 01 01 ol 0 0 0
} Totals ae·ft 0.151 0.137 0.151[ 0.37Bf 0,691 I 0.8021 0.743 0.588
I I I I I I I I I
SEPI OCTI NOVI DECI
0.116 0.120 o.~1s 0.120
0.466 0.209
0.129 0.133 0.129 0.133
0 0 0 0
0.711 0.462 0.245 0.253
0.017 0.0181 0.017" 0.018
0.373 0.1671
0.129 0.1331 0.129 0.133
0 0( 0 0
0.519 0.318/ 0.146 0.151
I
(10 ) Augmentation Water Contract Amount assuming year round call and 10% conveyance loss from upstream reservoirs
SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS
ln·house uses
(~l~n-house
(B) ln·house use
(Cl Employees
coihn-house depletion
J?utside uses
(E) Irrigated area
{Fl Irrigated Area
(G) Irrigation Efficiency
(H) Vehicle/washing
(!) Fire Fighting tank Refill
7 lots
30 gal/day/employee
6 per lot
15% (ISDS Treatment)
SOOQ sq.fl/unit
1.286 acres = (A) x (D)/43560
80%
200 gaVday/unit {assumed 100% depletive)
O gal/year
Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any)
(1) = (A) X (B) x C) x. days in month I 325800
(2) = (F) x (J) I (G)
(3) =(A) x (H) x days in month/325800
(4) = (1)/12 monthS
(5) = (1) x (0)
(6) = (2) x (G)
17) = (3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {(9) x 10°/o} +(9)
ANNUAL
1.41
3.74
1.57
0.00
6.72
0.21
3.00
1.57
0.00
4.78
5.25
JAN FEBI MAR APR MAY JUN JULI AUG SEP OCT NOV DEC ANNUAL
(J) lrri ation feet 0.001 0.001 0.00 0.181 0.42 0.51 0.46 0.341 0.291 0.13 0.001 0.001 2.33
Big R Commercial Park· lot 9
I ·-_· l~J>:lE;RSl!!!~c
(1
(2
(3
(4
) ln·House ae-ft 0.0171 0.015
} lrrioation
J Outside wash water
) Fire fiohtino storaoe
Totals
'G'!ilt!li''!M~·ll~S
J In-House (5
(5
u
(8
(9
J kriqation
) Outside wash water
) Fire fiohtino storaoe
) Totals
·~· ae-ft 0.019 0.017
·~· D.046 0.046.
ae·ft 0.082 0.079
·~· 0.0031 0.002
·~· I
ac-ft 0.0191 0.017
•vft 0.0461 0.046
""" 0.068 t 0.066
I
MAR
0.017
0.019
0.046
0.062(
I
0.003
0.019
0.046
0.068
I
APR( MAYI JUN!
0.0171 0.017 0.017
0.041 0.096 0.117
0.018 0.019 0.018
0.046 0.04604 0.04604
0.122 0.179 0.198
0.002 0.003 0.002
0.033 0.077' 0.09.4
0.018 0.019 0.018
0.046 0.04604 0.04604
0.100 0.1451 0.161
I
JULI AUGJ SEPI OCTJ NOV( DEC( ANNUAL
'
0.017 0.017 0.017 0.0171· 0.017 0.017 0.20
0.106 0.078 0.067 0.0301 0.53
0.019 0.019 0.018 0.019 0.018 0.019 0.22
0.04604 0.046 0.046 0.046 0.046 0.046 0.55
0.188 0.160 0.148 0.112 0.081 I 0.082 1.51
0.0031 ~~ 0.0031 0.0021 0.003 0.002 0.003 o.03
0.084 0.0621 0.0531 .0.0241 I 0.43
0.019 0.019 0.0181 0.019 0.0181 0.019 0.22
0.04604 0.046 0.046 0.046 . 0.0461 0.046 0.55
0.152 0.130 0.120 0.092 0.0671 0.068 1.23
I I
(10 ) Augmentation Water Contract Amount assuming year round call and 10% conveyance loss from upstream reservoirs 1.36
SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS
In-house uses
~1:n-house
} ln-hous~ use
(A
(8
(C
(D
) Employees ·
J ln·house depletion
Outside uses
) Irrigated area (E
(Fl
(G
(H
(I
Irrigated Area
) Irrigation Efficiency
) Vehide/washing
) Fire Fighting tank Refill
1 lots
50 gal/dayiemployee
6 per lot
15% (lSDS Treatment)
8000 sq.ft/unit
0.18~ acres =(A) x (D)/43560
80%
200 gal/day/unit (assumed 10QGA. depletive)
180000 gal/year
Unit Consumptive Use Demands (lrrigat!on and Water Feature Uses, if any)
JAN FEBI MAR A.PR MAY
{J) lrri alion leet 0.001 0.00 0.00 0.18 0.42
JUN(
0.51 I
7/6/2004 Colorado River Engineering
(1) =(A) x (B) x C) x days in month/ 325600
(2) = (F) x (J) I (G)
(3) = (A) x (H) x days jr; mor;th/325800
(4) = (IY12 months
(5)=(1)x(D)
(6) = (2) x (G)
(7) = (3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {(9) x 10%} +(9)
JUL AUG SEP OCT
0.46l 0.341 0.291 0.13
NOVI
0.00
DEC ·ANNUAL
0.001 2.33
M:\CREjobfiies\600-BigR\DEMANDs.XLW
Big R Commercial Park
Proposed Well Locations
WDWCD contract water to be used at any of the following locations.
Wells can be permitted for individual lots or for shared wells for multiple Big R Well Lots
s0-long as total water pumped does not exceed contract amounts.
All wells proposed to be located in Section 11, T6S, R93W of the 6th PM
Big RWell Section 11 Distance Section Distance Section
Number Qtr/Qtr Feet Line Feet Line
Big R Lot 1 Well SW/NE 2530 N 1558 E
Big R Lot 2 Well SW/NE 2248 N 1514 E
Big R Lot 3 Well SW/NE 2103 N 1510. E
Big R Lot 4 Well SW/NE 2062 N 1510 E
Big R Lot 5 Well SW/NE 1805 N 1588 E
Big R Lot 6 Well SW/NE 1710 N 1580 E
Big R Lot 7 Well SW/NE 1513 N 1511 E
Big R Lot 8 Well SW/NE 1464 N 1511 E
Big R Lot 9 Well SW/NE 2062 N 1421 E
Bio R Lot 10 Well NW/SE 2571 s 1353 E
1012112004 Colorado River Engineering, Inc Proposed Well Locations.xis
..
'
•
1
'
PO Box 1301 "'-.. COLORADO
Rifle, co 81650 ~,~RIVER
Tel 970-625-4933 ~· ENGINEERING
Fax 970-625-4564 --,,_
Civil Engineering
1 Water Rights, Augmentation Plans 1 Groundwater, Well Pennilting
•Hydrology, Flood Plain Analysis •Canals, Pipelines, Dams
I
)
)
,/
Well Location Map
File Name: GcnLocMap.dwg Job No: 600 Client: i--:;.:.c:.:::::.:.c..=::;:::.:;;::c::::"'---i::::.c=--'-'.:~---1
Drawn by: CM Aprvd by; CM Date: Oct 18, 2004 BigR
,'
FIGU"NOl
~··
'\:::}t:s
0
COLORADO
"-; RIVER
a ...., ENGINEERING, INC.
P.O. Box 1301
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
Mr. Craig M. Lis, P.E.
1313 Sherman Street, Room 821
Denver, Colorado 80203
Mr. Jim Hardcastle
October 21, 2004
Garfield County Building and Planning Department
108 8th Street, Suite 201 ·-
Glenwood Springs, Colorado 81601
RE: Big R Commercial Park -Water Supply
Gentlemen:
This letter has been prepared as a supplement to our letter report "Water Supply
Plan" datedJuly 6, 2004 for the above referenced project. The plan has been modified
based on commitments fro!Il the applicant to Garfield County to remove the Regulski
Well No.2 (94CW003) from the water supply. This "off site" well was removed to avoid
classification as a public water system. The well is owned 3/1 Oths by the applicant and is
shared with neighboring parcels that could have additional offsite users connect in the
future and risk exceeding Health Department regulations.
The revised plan is to develop individual wells by each future lot owner. The
previous plan contemplated separation of the Regulski Well No.2 and included ·enough
water in the contract obtained from West Divide Water Conservancy District (WDWCD)
to cover demands for this contingency. A summary review of the physical and legal
water supply is presented herewith ..
Physical Supply
Colorado River engineering performed a pump test on Regulski Well No.2 to explore
groundwater yields available to the project area. Groundwater investigation also included
research of wells on the property, wells on surrounding properties, and drill logs from the
soils engineering report. Based on the above research and tests and factoring in geologic
considerations for aquifer characteristics, we previously formed the opinion that adequate
physical supply is available from groundwater for the subdivision. Our opinion still
holds that ample potable groundwater at reasonable depths throughout the subdivision are
available with long term yield. The above statement is required for projects where
individual wells will be developed by lot owners (Section 4:91 :D of the Garfield County
subdivision regulations).
.. /'./
; /I
'·
Legal Supply
The legal supply for the project is covered under a water contract with the West Divide
Water Conservancy District in the amount of 11.03 acre-feet. The contract is within
"Area A" that is covered under a temporary substitute supply plan (TSSP). The plan is
approved by the Colorado Division of Water Resources and enables the contractee to
obtain well permits. Contracts are included in future water dght fillings by the district to
develop a court decreed plan for augmentation.
Table l of our report summarized the project demand to be 10.06 acre-feet. The contract
amount is sufficient to cover the type and quantity of uses for the IO-lots. We believe the
existence of the TSSP is proof that adequate legal supply and well permits can be
obtained. Attached is a letter from the WDWCD attorney summarizing district water
supply development. We are requesting that the permits be a condition of the water
supply plan and be obtained prior to the final plat as proof of legal supply development.
If you have any questions, please do not hesitate to call 970-625-4933.
Cc: Stuver, LeMoine, & Burwell, PC
Encl:
CM:cm
Hardcastle.doc
Sincerely,
Christopher Manera, P.E.
~ COLORADO
.......,•....., RIVER
5 ...,a a ENGINEERING, INC.
Rifle Ski Corp.
c/o Robert M. Regulski
PO Box 9
Rifle, Colorado 81650
July 6, 2004
RE: Big R Commercial Park -Water Supply Plan
Dear Bob:
P.O. Box 1301
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
Colorado River Engineering, Inc. (CRE) has prepared the following letter report
summarizing the water supply plan for the proposed Big R Commercial Park subdivision
(Big R). The purpose of the plan is to assist with water supply development during the
Garfield County subdivision process. The froject consists of 32.3 acres in Section 11,
Township 6 South, Range 93 West of the 6t PM. The proposed subdivision will consist
of I 0 commercial lots. The address of the property is 28485 Highway 6 & 24,
approximately 3 miles east of Rifle, Colorado.
The existing six buildings on the property, located on what will become Lot I, are
currently provided water service from two wells. The primary well is the off site Regulski
Well No. 2, registered under permit 051461-F. The Regulski Well No. 2 was decreed for
20 gallons per minute (gpm) and covered under a plan for augmentation in case 94CW3
(attached). The Regulski Well No. 2 is also operated under a shared well agreement with
neighboring property owners, with Big R prorate entitlement of 3/!0ths. A second
undecreed well on lot I 0 is attached to the water system and should be removed and
made available to the future owner of Lot 10.
The water supply plan will utilize the Regulski Well No. 2 to continue to supply water to
Lot !. The remaining 9 Lots are proposed to be supplied by individual wells to be
constructed on each lot by the future lot owner. Our review and analysis has shown that
groundwater of sufficient physical supply and quality is available to the project. Legal
supply is provided by the existing well permit for Lot I and a West Divide water contract
for the remaining lots.
The attached Figure 1 shows the property location and existing or proposed wells. The
final Plat for the project should show an easement for the existing water system crossing
Lot I 0 and serving Lot 1.
Water Rights -Legal Supply
The Regulski Well No.2 is currently decreed under a court approved augmentation plan.
The remaining wells are to be augmented pursuant to water Contract No.
040518BRCP(a) obtained from the West Divide Water Conservancy District (attached).
The property is located within area "A" of the districts service boundaries. Area A is
covered under a temporary substitute water supply plan approved by the Colorado
Division of Water Resources. The substitute supply plan enables the contractee to obtain
well permits pursuant to the water amounts covered in the water contract. The existing
court decree and the water contract provide the legal supply for the development. The
contract should be held by the business owner association and entitles each Jot owner a
predetermined maximum water usage. The water contract limits are 12-wells and 10.0
acre-feet of depletions with a reservoir release conveyance loss of 1.0 acre-feet. The
number of wells and permitting limits can be adjusted as long as the contract amounts are
not exceeded. This will allow an owner of multiple lots the flexibility to develop a well
program specific to their needs.
The water contract has also been estimated conservatively high to include Lot 1 water
demands. This will allow the Lot 1 owner to obtain a well permit for an individual well
(or wells) in the event separation from the shared Regulski Well No.2 is desirable.
Water demands
Water demands are difficult to estimate for commercial lots due to the unknown future
business. Water planning for the Big R Commercial Park assumes no high water use
business such as restaurants or car washes. The subdivision is assumed to develop
similar to the existing Lot I buildings that are used as materials storage and central office
space. The water demands were estimated for commercial in-house uses for employees,
limited outside water uses for irrigation and vehicle washing. Water demand estimates
are attached as Table I. Water use assumptions are;
-30 gallons per day/employee, depletions 15% of diversions for ISDS
waste water treatment.
-Irrigation of up to 2.16 acres, water consumptive demand of 2.33-feet
and 80% application efficiency.
-200 gallons per day for outside washing, 100% consumed.
-180,000 gallons per year to refill a fire supply storage tank.
The attached Table 1 summarizes the demand for each lot. The annual diversion demand
varies and is dependent on lot size. The largest demand is on Lot 1 with a peak use in
June averaging 3.32-gpm. The peak demand occurs in the summer month when
irrigation demands are highest. Tables 2 and 3 summarize the monthly demands for each
lot.
Physical Supply
The existing Regulski Well No.2 has reportedly provided a reliable supply to the six
structures located on Lot I. The Well Permit issued by the Colorado Division of Water
Resources for the Regulski Well No. 2 is 051461-F, attached. The well was originally
completed on April 20, 1999 by Shelton Drilling Corporation. The total Depth was 57',
with a static water level of 25' -0". The well driller estimated the yield to be at least 20-
gpm. The well was subsequently tested by Samuelson Pump Company for 4 hours on
2
April 5, 1999. The well was tested at a rate of 33-gpm during the Samuelson test with a
drawdown of 1 '-11". The well recovered back to within 4-1/2" of the static water level
within the initial 15 minutes following the test.
Colorado River Engineering Inc. performed an extended 24-hour drawdown and recovery
test during the period of March 25-26, 2004. The purpose of the extended test was to
examine its yield and to ascertain the groundwater resources available at the property.
The well was tested using the existing pump with a measured flow rate of approximately
25-gpm during the test. The initial pumping rate of 33-gpm was reduced to 28-gpm
during the first 30 minutes of testing then reduced to the desired rate of approximately
25-gpm. The data for the drawdown and recovery portions of the test is attached as
Table 4.
The initial water level was measured at 24' -11.5'' below the well casing. At the end of
the test, the water level drawdown in the well was 5.83' below the initial static water.
The graph showing the drawdown and recovery water levels is attached as Figure 2. The
water level in the well indicated a stabilization at the final pumping rate of 25-gpm. The
drawdown test showed the yield of the well exceeds 25-gpm.
Recovery data was obtained to examine the underlying aquifer characteristics. During
the first minute following the end of pumping, the water level had recovered to
approximately I' below the original static water level. After approximately 6 hours
following the end of pumping, the water level had recovered to within 0.1' of the original
static water level and the recovery test was terminated. The graph showing the residual
recovery water level and time of test/time of recovery is attached as Figure 3. The well
recovery is indicative of a recharging aquifer with no "mining" of water occurring.
The geology of the surrounding area combined with large sources of recharge produce
significant groundwater resources. This is evidenced by groundwater levels in nearby
gravel pits. Research of well permit data for the existing property and surrounding
properties show wells of similar yields. HP Geotech engineering completed 6-borings on
the property as part of subsurface soils investigation. All six borings encountered
groundwater at depths varying from 9-feet to 23 -feet. It is our opinion that the existing
well has a sufficient physical supply to serve the lots sharing the well. Furthermore, the
test combined with groundwater research shows that ample groundwater supply exists at
reasonable depths for the individual wells on the future lots. The well test showed that
mining did not occur during pumping and long term yield is expected from the aquifer.
Water Quality
The shared well and proposed individual wells are not subject to public water system
requirements regulated by the Colorado department of Health and Environment. The
public system regulations apply for systems serving more than 25-people regularly.
Typically, Garfield County during the subdivision process requires testing for bacteria
and nitrate/nitrite. These parameters represent the most common health concerns in rural
areas. Bacteria presence shows that risk for pathenogenic organism concerns. Nitrates
3
and nitrate levels can be high in agricultural areas and limit the ability of blood cells to
absorb oxygen.
Water quality samples were taken from Regulski Well No. 2 and were forwarded to
Grand Junction laboratories for analysis. Results of the water quality test are presented
below:
Nitrate
Nitrite
Total Coliform Bacteria
Regulski Well 2
I.I mg/I
0.02 mg/I
0 colonies/I OOml
Health Dept Limits
10 mg/I
1 mg/I
The water quality tests for bacteria, nitrate, and mtntes are less than the Colorado
Department of Public Health and Environment guidelines. Dissolved solids were also
tested and measured to be 1,370 mg/I. The dissolved solids are a secondary standard
established by the Health Department and only effects aesthetics of the water supply.
The recommended guideline is 500 mg/I. The well water on the property will have
negative taste aesthetics and is similar to well or river water in this vicinity that typically
is in the 1000 mg/I range.
Summary
The proposed water supply plan will utilize the existing water system supplied from
Regulski Well No.2 to serve Lot 1. Individual wells will supply the remaining 9 lots.
The legal supply is provided by an existing plan for augmentation for Regulski Well No.2
and by a West Divide Water Conservancy District water contract for the individual wells.
A well test on Regulski Well No.2 shows physical supply yield in excess of demands.
The well test combined with groundwater research shows ample groundwater resources
are available to supply individual wells to each lot. Wells will be provided by the
individual lot owners. Water quality tests show bacteria and nitrate/nitrite levels are less
than health department guidelines.
If you have any questions, please do not hesitate to call 970-625-4933.
Cc: Stuver, LeMoine, & Burwell, PC
Encl:
CM:cm
WaterSystem.doc
Sincerely,
rfli~
Christopher Manera, P.E.
4
)
,,,.,, 5376
GRAPHIC SCAIB
1 '! 'j
(Dlnft)
Contour lntenal: 1.0 tl. wrUotl 5310
I
I
' I
' \
(
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I \,
l
\
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PO Box 1301 ~ COLORADO
Rifle, co 81650 "-'-~RIVER
Tel 970-625-4933 ~· ENGINEERING
Fax 970-625-4564 -~
Civil Engineering
LEGEND
----Ex Gas IJne
----Ex Water Line
@ Existing Well
w Ex Water Shut Off
i;i; Ex Water Spigots
®I Ex Septic Access
• Prop Wells Indiv. Lots
D Prop Absorption Field
Well #2
Existing
undecreeded
well
Well Location Map
flGU~NOl
Table 1
Big R Commercial Park
Annual Well Diversion and Consumptive Use Limits
DEMAND ESTIMATES
Outside use
Diversions Diversions Consumption Consumption Employees Irrigated Area (veh wash)
Lot Acreai:ie (acre-feet) laallons) (acre-feet) (aallons) (sq.ft.) (gal/day)
1 8.91 3.35 1,092,904 2.43 791, 103 24 18000 1200
2 3.91 2.24 728,603 1.62 527,402 16 12000 800
3 2 0.96 312,969 0.68 222,270 6 8000 200
4 2 0.96 312,969 0.68 222,270 6 8000 200
5 2 0.96 312,969 0.68 222,270 6 8000 200
6 2.01 0.96 312,969 0.68 222,270 6 8000 200
7 2.03 0.96 312,969 0.68 222,270 6 8000 200
8 2.87 0.96 312,969 0.68 222,270 6 8000 200
9 2.45 1.51 492,969 1.23 402,270 6 8000 200
10 2.33 0.96 312,969 0.68 222,270 6 8000 200
Totals 13.83 4,505,256 10.06 3,276,665 94000
Notes:
-Div Demands=# of employees@ 30/gal/day +irrigated area* 2.33 feet cu demand/80% app eff. +vehicle washing
-Consumptive Use = 15% employee demands assuming ISDS treatment+ irrg cu + 100% vehicle washing
-Table prepared to show the amount of water available to each lot covered under the water augmentation contract through the West
Divide Water Conservancy District. Water demands could be increased by each lot but would require amendment of water contract
(see subdivision covenants). Water contract totals 11.0 ac-ft and assumes 10% conveyance assessment.
-Lot 9 well includes additional 180,000 gallons per year for fire fighting water storage tank.
DEMANDs.XLW
Summary All 7/6/2004 by: Colorado River Engineering, Inc.
Table 2
Water Diversion and Consumptive Use Demands
Big R Commercial Park -Lot 1
INPUT DATA USED IN CALCULATING DEMANDS
30 gaVday,'em"'oy,,e
4
3000 sq.ftJunit
0.413 acres = (A) x (D)/43560
80%
Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any)
JAN FEB MAR APR MAY
(J) Irn atian feet 0.00 0.00 0.00 0.18
SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS
l!n-house uses
~;lthouse ) In-house use
) Employees
fA
(B
(C
(0 ) In-house depletion
Outside uses
) Irrigated area
Irrigated Area
) Irrigation Efficiency
4 units
30 gal/day/employee
4 per unit
15% 180S Treatment)
3000 sq.ft.lunit
0.275 acres = (A) x (0)/43560
80%
0.42
(E
(F) ,G
(H
(
) Veil iclelwashing 200 gaVday/unit (assumed 100% depletive)
I) Fire Fighting tank Refill o gal/year
Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any)
JAN FEB MAR APR MAY
(J) Irri atlon feet 0.00 0.00 0.00 0.18 0.42
JUN
0.51
JUN
0.51
7/6(2004 Colorado River Engineering
(1) '" (A) x (B) x C) x days in month /325800
(2) = (F) x (J) I (G)
(3) '" (A) x (HI x days in month/325800
(4) '" (1)/12 months
(5) = (1) x (D)
(6) = (2) x (G)
(7) =(3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {(9) x 10%} +(9)
JUL AUG SEP OCT NOV DEC ANNUAL
0.46 0.34 0.29 0.13 0.00 0.00 2.33
(1) = (A) x (8) x C) x days in month 1325800
(2) = (F) x (J) I (G)
(3) = (A) x (H) x days in month/325800
(4) = (1)112 months
(5)=(1)X(0)
(6) = (2) x (G)
(7) = (3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {(9) x 10%} +(9)
JUL AUG SEP
0.46 0.34 0.29
OCT NOV
0.13 0.00
DEC ANNUAL
0.00 2.33
M:\CREjobfiles\600·8igR\DEMANDs.xLW
(1
(2
(3
(4
1)1\!Flf$fl:)f:i$ -J Jn-House
) Irrigation
) Outside wash water
) Fire fiahtino storaae
Totals
l>lil.NS-1:1.M!mll,i;il!/Sl;
) In-House (5
(6
(7
(8
(9
J lrriaatfon
) Outside wash water
) Fire fiohtino storaae
) Totals
Table 3
Water Diversion and Consumptive Use Demands
Big R Commercial Park -Lots 3 through 8, and 10
MAY JUN JUL AUG
ac-n 0.120 o.1oa 0.120 0.116 0.120 0.116 0.120 0.120
·~· 0.289 0.675 0.820 0.739 0.546
·~· 0.133 0.120 0.133 0.129 0.133 0.129 0.133 0.133
·~· 0 0 0 0 0 0 0 0
ac-ft 0.253 0.229 0.253 0.534 0.928 1.064 0.992 0.799
·~· 0.018 0.016 0.018 0.017 0.018 0.017 0.018 0.018
·~· 0.231 0.540 0.656 0.591 0.437
·~· 0.133 0.120 0.133 0.129 0.133 0.129 0.133 0.133
·~· 0 0 0 0 0 0 0 0
ac-ft 0.151 0.137 0.151 0.378 0.691 0.802 0.743 0.588
SEP OCT1 NOVI DEC
0.116 0.120 0.116 0.120
0.466 0.209
0.129 0.133 0.129 0.133
0 0 0 0
0.711 0.462 0.245 0.253
0.017 0.018 _0.017 0.018
0.373 0.167
0.129 0.133 0.129 0.133
0 0 0 0
0.519 0.318 0.146 0.151
(\0 ) Augmentation Water Contract Amount assuming year round call and 10% conveyance loss from upstream reservoirs
SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS
lln-house uses
(A)lln-house
(B) In-house use
{C) Employees
(D)lln-house deoletion
'
Outside uses
(E) Irrigated area
(F) Irrigated Area
(G)11rrigation Efficiency
(H)IVehjcle/washing
(IJIFire Fighting tank Refill
7 lots
30 gal/day/employee
6 per lot
15% (]SOS Treatment)
8000 sq.ft.funit
1.286 acres = (A) x {D)/43560
8o<v~
200 gal/day/unit (assumed 100% depletive)
O galfyear
Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any)
{1) = (A) x (B) x C) x days in month / 325800
(2) = (F) x (J) I (G)
(3) =(A) x (H) x days in month/325800
(4) = (l)/12 months
(5) = (1) x (D)
(6) = (2) x (G)
(7)=(3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {(9) x 10%} +(9)
ANNUALI
I
1.41
3.74
1.57
0.00
6.72
0.21
3.00
1.57
0.00
4.78
5.25
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ANNUAL
(JJ lrri ation feet 0.00 0.00 0.00 0.18 0.42 0.51 0.46 0.34 0.29 0.13 0.00 0.00 2.33
·~· ac·ft 0.068 0.066 0.068 0.100 0.145 0.161
(10J,_ ______ -'A-'u"g""m""e"n""ta"t-'lo""n_w_a..,t.-"-C-o._n .. t"ra"c._t A-'m=o-un"t"'a"s.;.su;.m_;_n,,.g,.y.-ea,_•_•_o __ un._d""-ca""ll""a""n""d""1""0""%""c-o_n_ve.y""a"n.;.ce'-"'lo-'s.;.s""fr-'o"m,_u"p"s""t'-''-'m_.•_es._e-."'-o-l_no ___ 1_.3_.6
SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS
Un-house uses
) In-house (A
(B
(C
(0
) In-house use
) Employees
) In-house der letion
Outside uses
) Irrigated area
) Irrigated Area
) Irrigation Efficiency
(E
(F
(G
(H
(
) Vehicle/washing
I) Fire Fighting tank Refill
1 lots
30 gal/day/employee
6 per lot
15% llSDS Treatment)
8000 sq.ft/unit
0.184 acres =(A) x (D)/43560
80%
200 gal/day/unit (assumed 100% de~letive)
180000 gal/year
UnifConsumptive Use Demands (Irrigation and Water Feature Uses, if any)
JAN FEB MAR APR MAY
(J) lrri ation feet 0.00 0.00 0.00 0.18 0.42
JUN
0.51
71612004 Colorado River Engineering
(1) =(A) x (B) x C) x days in month/ 325800
(2) = (F) x (J) I (G)
(3) = (A) x (H) x days in month/325800
(4) = (l)/12 months
(5) = (1) x (D)
(6) = (2) x (G)
(7) = (3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {(9) x 10%} +(9)
JUL AUG SEP OCT NOV DEC ANNUAL
0.46 0.34 0.29 0.13 0.00 0.00 2.33
M:\CREjobfiles\600-BigR\DEMANDs.XLW
-
Figure 2 Pump Test -Drawdown Recovery Curve
Time -Hours
'· -+-Drawdow~-W;ter Le;~---\ ____ I
O:OO 6:00 12:00 18:00 24:00 30:00 36:00
0.00 ·----------r--------~---------------------1-------~--------r=-------------1
1.00 --------~~-------------~-----~~,--~~-~~=======-•: ============:===========~-1 --"' ____ _i _______ --_-_-----1
I
--------
2.00 --------------·----------+-------------f--------1----------
--------------------+~---------+.----------:--------+-----------+---------
~ 3.00 . ------------1---------------l---------lf-----------1--------------i--------
14.00 =~--+=1----------+-------+----------1----1---i------
. _ ~--_---------r----1 ______ 1 __ F =::----~,I-_______ _
· ---~====F=---=-=-;=-=r:r-==--===+=r=-=--=-=--=i--0------1---------, i
6.00 -. -----------------r--~-~--_ ---·~---~~r ___ --------------==--,~~-------:=
7 00 .-----·:-----]-_ -___ __J__ ____ __J= ________ =c __________________ J
5.00
5/5/2004 8:38 PM Colorado River Engineering, Inc. pumptest1 .xis
1.00
0.00 -I
~
1.00 -
2.00 ---
~-----·
•
--
-
Figure 3 -Residual Recovery
-+-Recovery Water Leve~ ______ J
Vt' =Time of pump test start I Time of recovery test·
10.00 100.00 1000.00 10000.00
I r-· ------~------------
I I • I • I .•. I I I • I • .. I +-. ---
!
i· ---···---·--
·1
--------
..,
Q)
if 3.00 -~----------r c
~
1'.l ;:
>----------------
E 4.00
0 I
-
' I
!
' I 5.00 -
i
;
I
!
I
6.00 ' --·1
'
:~ -
' I
I --------7.00
51512004 8:38 PM Colorado River Engineering, lnc. pumptest1 .xis
Date Time
25-Mar-04 10:22 AM
25-Mar-04 10:23 AM
25-Mar-04 10:24 AM
25-Mar-04 10:25 AM
25-Mar-04 10:26 AM
25-Mar-04 10:27 AM
25-Mar-04 10:28 AM
25-Mar-04 10:30 AM
25-Mar-04 10:32 AM
25-Mar-04 10:34 AM
25-Mar-04 10:37 AM
25-Mar-04 . 10:42 AM
25-Mar-04 10:52 AM
25-Mar-04 11:07 AM
25-Mar-04 11:22 AM
25-Mar-04 12:00 PM
25-Mar-04 12:30 PM
25-Mar-04 1:10PM
25-Mar-04 5:05 PM
25-Mar-04 8:40 PM
26-Mar-04 8:00AM
26-Mar-04 9:05AM
26-Mar-04 12:02 PM
26-Mar-04 12:18 PM
26-Mar-04 12:19 PM
26-Mar-04 12:20 PM
26-Mar-04 12:21 PM
26-Mar-04 12:22 PM
26-Mar-04 12:23 PM
26-Mar-04 12:24 PM
26-Mar-04 12:26 PM
26-Mar-04 12:28 PM
26-Mar-04 12:30 PM
26-Mar-04 12:33 PM
26-Mar-04 12:38 PM
26-Mar-04 12:48 PM
26-Mar-04 12:58 PM
26-Mar-04 1:08 PM
26-Mar-04 1:18 PM
26-Mar-04 6:14 PM
51512004 8:36 PM
Table 4
Big R Commercial Park
Pump Test -Regulski Well No.2
Water Level Total Drawdown Total Time
(feet) (in) (feet) (hrs:min:sec)
24 11.5 . 0.00 0:00:00
29 8.5 4.75 0:01:00
30 4 5.38 0:02:00
30 6.5 5.58 0:03:00
30 8.5 5.75 0:04:00
30 9 5.79 0:05:00
30 10.5 5.92 0:06:00
31 0.5 6.08 0:08:00
31 1.5 6.17 0:10:00
30 0 5.04 0:12:00
30 11 5.96 0:15:00
31 1 6.13 0:20:00
31 1.5 6.17 0:30:00
30 2 5.21 0:45:00
30 2.75 5.27 1:00:00
30 4.25 5.40 1:38:00
30 4.375 5.41 2:08:00
. 30 5.25 5.48 2:48:00
30 7.25 5.65 6:43:00
30 8 5.71 10:18:00
30 9 5.79 21:38:00
30 9 5.79 22:43:00
30 9.25 5.81 25:40:00
30 9.5 5.83 25:56:00
26 0 1.04 25:57:00
25 8.25 0.73 25:58:00
25 7.5 0.67 25:59:00
25 7 0.63 26:00:00
25 6.5 0.58 26:01 :00
25 6.25 0.56 26:02:00
25 5.75 0.52 26:04:00
25 5.5 0.50 26:06:00
25 5.25 0.48 26:08:00
25 5 0.46 26:11:00
25 4.5 0.42 26:16:00
25 4 0.38 26:26:00
25 3.75 0.35 26:36:00
25 3.5 0.33 26:46:00
25 3 0.29 26:56:00
25 0.75 0.10 31 :52:00
Colorado River Engineering, Inc. "
Flow
(gpm) Notes
33 Pumo on
33
33
33
33
' 33
33
33
33
28
28 .
28
28
25
25
25
25
22
22
21
22
22
25
25 Pump off
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
pumptest1 .xis
JOHN C. KEPHART & CO.
• --435 NORTH AVENUE + PHONE! (970) 242-7618 • FAX: (970) 243-7235 • GRANO JUNCTION, COLORADO 81501 ---
Received from:
ANALYTICAL REPORT -
ColrJF.EidO Ri .. lf?r· Er1gineer·ing
Mi~f-k 1-ia·yes
13l=> Eas·t ~~::r-d
Rifle, CO 81.:'..,5(i
97()-·/:;,25--1.j.93~~:.
. 5:~:41 water·
Customer No.------------Laboratory No. ____________ Sample------------
5/4/()L"j. :-j/ 6/(14
Date Received------------------~ Date Reported ___________________ _
Total i:;t.:i:l i -for·rr1 Bac:teriB1
Nitrite(N)
5241.
Regulski Well No-2, East of Rifle, Colorado,
Gar·Field County, hydrant at wellhead,
May 3, 2004, 1~45 PM, Raw
0 colonies/100ml
1. 10 rrrg/l
B.. Bat.ter
JOHN C. KEPHART & CO.
---435 NORTH AVENUE t PHONE! (970) 242-7618 + FAX: (970) 243-7235 t GRAND JUNCTION, COLORADO 81501 ---
Received from:
ANALYTICAL REPORT -
Colorado River· Engineering
p·Jai' .. k t-1<::'/(~S
136 East 3r .. c!
R i ·I: 1 £~, L:O t31 e:,~j(J
Cf]()··-·(:;, '.25·--f.~ 932.~
Customer No.------------Laboratory No. ____________ Sample------------
:7j/ 4/(i£,l 5/ 1 ~.'2/t)ft
Date Received ___________________ Date Reported ___________________ _
Dissolved Solids
5241
Regulski Well No. 2, East of Rifle, Colorado,
Gar-field County, hydrant at well~iead,
May 3, 2003, 1:45 PM 1 Raw
:I. ~ ::.:;/'(> ff1g I 1
!< ::~ J ~ ,J t: U ff'.· '-I</ :J. ~ L Ll .. ,4 . M. i; ;, .C ' f.i:b~J(J~
'. JUL .DB igg\ M[LO'''~D ;'._ .'"''0
, GA'FlcLO COUNTY CLE Fl L E·lJ i
·-----D"rsTRICT counT, Wl\.'L,?.1 ~DIVISioN NO. s, coLORADo'lc· IN COMOINED COURT
GARFJ.ELD CCUNT'., CO
Case No. 94CW3 APR 1 3 1994
RULING OF REFEREE CL~HI<:
IN 'THE l1l\'l"l'ER OF THE l\.PPLICl\.TION FOR UNDERGROUND WATER RIGHTS l\.ND
FOR APPROVJ\.L OF PLAN FOR AUGMENTATION OF:
RIFLE SKI CORPORl\TIOlT
IN TIIE COLORl\.DO RIVER
COMBINED COURT OF GARFIELD COUNTY
· GLENWOOD SPRINGS, COLORADO .·, ·, . . . ~' ::
/ C~r!ified to be·~ full, true a~d corr~t:~~py ~t thZ
o:-1g1ne.I In m cust?Py; . . · . . _: _:
Dat·d -;"' X r . . .·-~'.~· IN GARFIELD COUNTY, COLORADO
t.1. The above entitled Applicati ,
1994, and was referred to the undersigned as Water Referee for
water Division No. 5, State pf Colorado, by the Water Judge of
said Court in accordance with Article 92 of Chapter 37, Colorado
Revised Statutes 1973; known as The Water Right Determinati,on and·
Administration Act of 1969;
And the undersigned Referee having made such investigations.
as are necessary to determine whether or not th.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 thii matter,
to-wit:
1. The statements in the Application are true.
2. The name and address of the Claimant is:
Rifle Ski Corporation
P.O. Box 9
Rifle, Colorado 81650
3 . FIRST CLl1.IM UNDERGROUND WATER RIGHT
REGULSKI WELL NO. 1
A. The source of the water is from a well with a proposed
depth of 200 feet deep and the groundwater is tribut.ary to
the Colorado River.
B. The legal description of the proposed point of diversion is
500 feet north and 600 feet west of the E 1/4 corner of
Section 11, Township 6 South, Range 93 West of the 6th P.M.
c. The date of initiation of appropriation is November 4,
1993.
D. Tlle amount of water claimed is twenty (20) gallons per
minute, conditional.
. .l:·
The proposeci i';ses are irrigation, comm ·f<cial and vehicle
washing up tu 12 hours per day. The land to be irrigated
is one-half acre of landscaping situate near commercial
offices to be located in the SE1/4NE1/4 of Section 11,
To.;mship 6 South, Range 93 West of the 6th P. M ..
F. The Well Permit Denial No. from Colorado State Engineer's
Office is AD-13248.
4. SECOND CLAIM UNDERGROUND WATER RIGHT
Regulski Well No. 2.
A. The source of the water is from a well with a proposed
depth of 200 feet and the groundwater is tributary to the .
Colorado River.
B. The l~gal description of the proposed point of diversion
is 350 feet north and 1215 feet west of the E 1/4 corner
of Section 11, To.;rnship 6 south, Range 93 West of the 6th
p .M.
c. The date of initiation. of appropriation is November 4;
1993.
D. The amount of water claimed is twenty (20) gallons per
minute, conditional.
E. The proposed uses are irrigation, coroJnercial and vehicle
washing up to 12 hours per day. The land to be irrigated
is one-half acre of landscaping situate near cdmmercial
offices to be located in the SE1/4NE1/4 of section 11,
Township 6 South; Range 93 West of the 6th P.M.
F. The Well Permit Denial No. from Colorado State Engineer's
Office is AD-13249.
~HIRD CLAIM APPROVAL OF PLAN FOR AUGMENTATION
~ Structures to be augmented:
Regulski Well No. 1 and
Regulski Well No. 2
~-Water right to be used for augmentation:
Lower Cactus Valley Ditch.
The headgate of said ditch is situate on the northerly bank
of the Grand River at a point whence the 1/4 corner between
'sections 5 and 6, Township 6 South, Range 9l West bears 47
degrees West 3370 feet and being in Lot 7, Section 5 in
said Township.
"'age 2
I
I
I
I
I
I
• 'soox0908 ?lc.1146
I et\
on April 19, 1897, in Civil Action No. , the Garfield
county District Court awarded the Lower cactus Valley Ditch
p~iority No. 142B for 50 cubic feet of water per second of
ti.me for irrigation purposes with an appropriation date of
September 24, 1888.
c. s_l:atcment of Plan for Augmentation:
Regulski Well Nos. 1 and 2 will be utilized for commercial
purposes (washing vehicles) continuously for twelve (12) hours
each day for 250 working days per year. In_ addition, the wells
:will each be utilized for the_ irrigation of one-half acre of
landscaping. Total annual diversions will total 11.046 acre feet
·from each well ·
Tho effluent from the commercial use will be discharged into
a septic tank and leechf ield disposal system which will consume
•ten percent ( 10%). The total of one acre of landscaping will
consume 1.73 acre feet of water as detennined by Blaney Criddle
Analysis and according to the following schedule:
'<fonth
·pril
!V(ay
u'une
uly
'ugust
::;eptember
_ctober
Total
Acre Feet
consUJUptive Use
0.12
0.22
0.32
0.45
0.35
0.21
0.06
1.73 A.F.
'
since there is not a.non-irrigation season "call" on the
Colorado River, it is not necessary to augment the commE;rcial use
~uring the non-irrigation season of November through Mar~n.
commercial use that occurs
to October 31 (105 days)
versions and .928 acre feet of
during the working days from April
will result in 9.28 acre feet of
depletions (consumptive use).
Applicant proposes to remove from irrigation the following
i_3 cr.ibed 4.547 acres historically irrigated with applicant's 3.6
:'· 1 res of the . Grand River Ditch_ Company (Said company owns and
perates the decreed water rights of the Lower cactus Valley Ditch
~~cribed above.):
starting at a point 1018.46 feet west of the E 1/4 corner of
s~tion 11, T. 6 S., R. 93 W. of the 6th P.M.
i~i:v3 Page 3
--
.!
Rnm:0908r~Gr146
J...lll.!lJCe s. 89 J ' 3 5" w. JOl.54 feet
Thence N. 00 5 8" \'I • 400 feet BooxO 908:·~c;1~7 L ..{_· =J. Tl1ence N. 89E;'J9· '1 G" E. 675 feet . ·'"· ' Thence s. 00 16' 58" E. 165 feet
Thence s. 63 01' 5 4" lV. 4 20 feet to starting point.
The 4.547 acres have been !1istoricall~ irrigated from April 1
to October 31 of each year with J.6 shares of Grand River Ditch
Company water from the Lower Cactus Valley Ditch. According to
water coinmj.ssioner records, said 50 · c.f.s. has l1istorically
irrigated 1500 acres. The Grand River Ditch Company has a total
of 270 shares.
The removal from irrigation of 4 .547 acres .under the Lower
Cactus Valley Ditch will result in a con~umptive use credit of
~.87 acre feet of water during the irrigation season according to
the following schedule and depletions created by the operation of
the wells will be as follows:
'on th Acre feet Irrigation Commercial Total
c. u. Depletions Depletions Depletions
4.547 Apr es 10% c.u.
pril 0.546 0.12 0.185 0.305
""-<-=:i.y 1.000 0.22 0.185 0.405
June. l.'155 0.32 0.185 0.505
. Jly . 2. 04 6 0.45 0.185 0.635
' :gust 1.591 0.35 0.185 0.535
'"'ptember 0.955 0.21 0.185 0.395
lc.:tober 0.273 0.06 0.185 0.245
7.866 1.73 1.295 3.025
' It will be necessary to remove 4.08 acres of irrigated
: >Und under said ditch in order to compensate for the depletions
2·•sed during the month of October and the prior irrigation season
ased on a combined flow of 40 gallons per minute for twelve hours
i-h day during the working days. Therefore, there is an annual
J sumptive use credit of 0.808 AF from the additional 0.467· acres
!~0Ved from irrigation by this plan and not needed at this time
' augment the subject wells.
The Referee does therefore conclude tl1at the above entitled
plication should be granted .and that 0.044 cubic foot of water
r second of time with appropriation date of November 4, 1993,
~ hereby awarded conditionally to each of Regulski Well Nos. 1
1 2 for those purpo~es specified in paragraphs 3 E. and 4 E.
1ve , provided always that each of said 0.044 c.f.s. is on the
c.-tion that said quantities of water be diverted and applied to
c ~icial· use within a reasonable time; SUDJECT, !I01'7EVER, TO ALL
I.TER PRIORITY RIGHTS OF OTHERS and to the integration and
~iation by the Division Engineer of sucl1 priorities and changes
: Jhts in accordance with law.
-, Page 4
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. · . ··.. snn~lJ8U?:l i"c'1 d.8 ;;?f~::'!fifV Application rl -a Finding of _Reasona' ·· ~iligence sh'ai±•l8e
jtF.":)1;$,f"f(led in the same; c. 01 .1 as the decree herei) E P1s entered every six
O•f'c'i§ ears after the entry Of the decree herein SO long as . applicant
,,K·--desires to maintain the conditional water rights herein awarded,
--;;. or until a determination has been made that such conditional
" ,. rights are made absolute by .reason of the completion of the
appropriatiQns, or are otherwise disposed of.
The Plan for Augmentation described above will not
injuriously affect the owners of or persons entitled to use wate"r
under a vested water right or a decreed conditional water right,
and the Plan for Augmentation should.be and her~by is approved in
accordance with C.R.S. 1973, 37-92-305(3), subject to the
following provisions:
l. The Office of the Colorado State Engineer shall issue well
permits for Regulski Well Nos. l and 2, pursuant to this Ruling,
but subject to C.R.S 37-90-137(2).
2. The requested plan for augmentation shall be subject to all
provisions of the Articles of Incorporation and Bylaws of the
Grand River Ditch Company as they presently exist or may
hereinafter be amended according to Law.
3. Applicant agrees to continue paying ·assessments upon his
shares of stock in the Grand River Ditch Company as from time to
time may be levied by the Board of Directors upon all of said
stock of which Applicant is of like class and shall otherwise
comply with all other lawful obligations of the shareholders of.
the Grand River Ditch Company.
4. Based on previous Court cases in said ditch, 2. 8 % of
applicant's water shall remain in the Lower Cactus Valley Ditch to
defray historic conveyance and seepage loss attributable to
applicant's .interest in said ditch. The amount of water
historically utilized to· irrigate the 4.547 acres shall be
bypassed or diverted and returned to the Colorado River at the
discretion of the Division Engineer. The balance of water not
accounted for or devoted to this plan for augmentation may
continue to be diverted into the Lower Cactus Valley Ditch until
subsequent judicial proceedings direct otherwise.
rt is accordingly ORDERED that this Ruling shall be filed
with the Water Clerk subject to Judicial review.
It is
filed with
Engineer.
94CW3 Page 5
further ORDERED
the appropriate
that a copy of this Ruling shall be
Division Engineer and the state
..
No protest was filed in this
confirmed and approved, and is
this Court AND THE MONTH FOR FILING
OF REASONlU3LE DILIGENCE SHALL BE
Dated
94CW3 Page 6
Re eree
Division No. 5
of Colorado
matter. The foregoing Ruling is
made the Judgment and Decree of
AN APPLICATION FOR A FINDING
.JUNE 2000
:_;z:7 / >A d Cv ;;~.a;P Cc./.cr~·
Water Judge
•
/OITn No ..
SWS-25
OFFICE OF.THE STATE ENGINEER
COLORADO DNISION OF WATER RESOURCES
7 .. '.I: . ,_. . . ' . -.
SJ 8 C.~nnial llldg:; 1313 Sherman Sr., Oenv,;,, Color&do 80203 DRILLER'S COPY···
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• (3031 888-3581 . .
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I .p·~~/~A·~· F --'-'--'---WEU PERMIT NUMBER __..0,_.5....._.1_,,,4.,6........_1_-'---
DIV. 5 CNTY. 23 DES .. BASIN WD 39 MD
RIFLE SKI CORPORATION
P.O. BOX 9
RIFLE, CO 81 650
Lot: Block: Filing: Subdiv;
APPROVED WELL LOCATION
GARFIELD COUNTY
SE 1 /4 NE 1 /4 Section 11
Twp 6 S Rng 93 w 6th P.M;.
DISTANCES FROM SECTION LINES
2290 Ft. from NORTH Section Line
(970)625-2410 ~ PERMIT TO CONSTRUCT A WEU
1215 Ft. from EAST Section Line
I
~
11
ISSUANCE OF THIS PERMIT DOES .NOT CONFER A WATER RIGHT
. CONOmONS OF APl'ROVAL
. . . .
~21
Thi.swell :hall bei uaed In such a way as to cause no 'matori.il injury to existing water righ~. The iasu8nca of the permit does n~t assure
tile applicant that no injury will oc:::Ur to another vc~ed w_atar right or pr'eciude another owner of a vesred water right from :seeking relief
in a civil c::iurt action.
The coMU1.1c:lon of thiS: well .shall be in c:omplianco with the Water Well Constn.Jction Rules 2 CCR 402-2. unleS3 approval of a variance
has been granted by the State Board of Exa.miner.:i: of Water Well Construction and Pump Installation Contractors in accordance with Rule
18.
t ..
'
I
Approved pur.ouant to CRS 37-:90..137{2] on the condition that this well is operated in accor~ance with the Rlfle Sid COfPormion
underground wtrtor right and µloo for augmentation approv&d by die Division 5 Watar Caurt'in <:a.5e no. 94CW3. If the well is not operated
in accordance with the terms of said decree, it wilJ be :.ubject to administration including orders· to caasa pumping.
Thi.3: well. Regu.!.:i:ld Well No. 2. is .:i:ubject to cidministration by the Division Engineer iO ~ccordanca with applicable decrees, statutes, rules,
and ~ulat:ions.
The u.s-e of ground WB'tltf' from this we:U fs llmited to commordal purpasas (w~ng ..,;,hic!e'3l continuou::i:ly for twelve (12l houn e~'1 d:i:y
for 250 working~ PM year and th11 irrfgadon of oat more than on.-h8'f nerO of Land3Cnping. Ph~czll we-II addre'" i.:i:: 2S485 Highway
6 & 24. Rltl•. co 81650.
The ma:Omum pumping rate .:i:hall not excaed 20·GPM.
The maximum. a~nual amount of ground water to be appropriated shall not exceed 11 .040 acre-f1Htt.
The ratum How from the use of the well must be through an individual waste water disposal system of the non-evaporative type where
the water is r11tumed to the :.ame straam system in which the well i:1 located.
This. well shall be constructed at least 600 feBt from any existing w~ll completed in the same aquifer that is not owned by the applicant.
"• This ..,"veil shall be constn.1ctad not more than 200 feet from the Joc3-tion specified on this permit and not more than 200 feet from the
I'
location decreed for Ragullll Well No. 2 in case no. 9-4CW3. ·
A totalizing flow meter must be lnstallMf on the well and maintained in good working order. Permanent records of all diversions must be
1naintained by the well owner {recorded at least bi-annuallyJ and 3ubmirted to the Division Engineer upon request •
. lie owner ·shall mark the wall in a conspicuous place with well-permit number(s), name of the aquifer, and ctiurt case numbedsl as
.. ppropriate. The owner :shall take necessary means and precautions to preserve ttle:1e markings.
' "IOTE:
f._ VED
!'
E.xpirad permit 046041-F. was previously issued for this well ·R..gul.skl Weil No. 2'" at thi~ Jo9ti~n. /r
Parcel Identification Number !PINI: 23-2177-114-0Q--086 _f)-IY--.... -?..----3/ I~ '9 J
Assessor Tax Schedule Number: 2J0382
• ·--l J A. n 4 n ~--. -
,,
Curre11t January 2004
APPLICATION TO LEASE WATER FROM
Contract# 040518BRCP(a)
Map#500
Date Activated 5118104
WEST DIVIDE WATER CONSERVANCY DISTRICT
109 West Fourth Street, P. 0. Box 1478, Rifle, Colorado 81650
water@wdwcd.org
Fax: (970) 625-2796
Telephone: (970) 625-5461
!. APPLICANT INFORMATION
Name '1Big R Commercial Park". Rifle Ski Corn c/o Robert Regulski
PO Box 9 Rifle. Colorado 81650
Telephone: 970-625-2410
Authorized agent: Christopher Manera. Colorado River Engineering. Inc.
2. COURT CASE #'s: Decree Case No. _________ _
Augmentation Plan Case No. -------------
3; USEOFWATER
D RESIDENTIAL (check applicable boxes)
o. Ordinary household use Number of dwellings: _______ _
0 Subdivision: No. constructed units: ____ No. vacant lots: ___ _
0 Home garden/lawn irrigation of sq. ft.
Method of irrigation: D flood 0 sprinkler D drip D other
D Non-commercial animal watering of animals
0 Fire Protection
Well Sharing Agreen1e1it.for muliiple owner wells must be submitted. If
greater than tltree ow1iers, application-mus( be made under a
ltomeow11ei-s as&odation. ·
0 COMMERCIAL (check applicable boxes)
Number of units: 12 lots Total sq. ft. of commercial units: 2 acres
each Jot
Descrjntion of use: Zoned Commercial Genera]. pending subdivision
through Garfield County. Water uses:
Commercial uses for in·house supoly and
Outside uses to include irrigation and vehicle washing.
0 INDUSTRIAL
Description of use: _________________ _
Evaporation: Maximum water surface to be exposed:. ______ _
Description of any use. other than evaporatiori:, and method of diversion,
rate of diversion, and annual amount of diversion of any water withdrawn
froril the pond: ·
0 MUNICIPAL
Description of use: __________________ _
4. SOURCEOFWATER
Structure: Up to 12 Wells for individuaJ lots. or common shared wells
Structure Name: Big R Wells Lot 1. 3 and 7 through 16
Source: D Surface 0 Storage 0 Ground water
Current Permit# (if applicable)
0 Direct Pumping: Tributary: ______________ _
Location: ____________________ _
5. LOCATION OF STRUCTURE
Garfield NW/SE and SW/NE
County Quarter/quarter
II 6S 3W
Quarter
6"
Section Township Range Principal Meridian
Distance of well from section lines
See Attached List of Proposed Well Locations
Elevation:_5,o3"7'-'0'---'---
Well location address: 28485 Highway 6 & 24
Rifle. Colorado
(Attach additional pages for multiple structures)
6. LAND ON WHICH WATER WILL BE USED
(Legal description may be provided as an attachm~nt.)
Parcel pending subdivision into 16 lots. see sketch plan for parcel legal
description and proposed Jot layout.
Number of acres in tract: 3231 <,16 Lots each containing±2 acres)
application is for wells on 12-lots. additional lots on property. but served
by existing wen.
Inclusion i11to tlte District, at Applica1U's expense, may be required.
7. TYPE OF SEWAGE SYSTEM
Rf Septic tank/absorption leach field D Central system 0 Other
District name:. ___________________ _
8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET:
11.03 (minimum of I acre foot)
Provide engineering data to support volunte of water requested.
Commercial, mu11icipal, a11d industrial users must provide diversion
and consumptive data on a month{v basis.
A tota/izingjlow meter with remote readfJUt is required to be iusta/led
and usage reported to West Pivide.
Applicant expressly acknowledges it has had the opporlu11ity to review
the District's form Water Allotment Co1ttract itnd agrees this {(pplication
is made pursuant and subject to the terms alld conditions contained there/:/L/O
Applicant Signature
Applicant Signature /
Application Date:_-"'();'-f-~+--'7-&,_'/tr_O_· _/'¥-+------~/
Big R Commercial Park
Proposed Well Locations
WDWCD contract water to be used at any of the following locations.
Wells can be permitted for individual lots or for shared wells for multiple Big R Well Lots
so long as total water pumped does not exceed contract amounts.
All wells proposed to be located. in Section 11, T6S, R93W of the 6th PM
BigRWell Section 11 Distance Section Distance Section
Number Qtr/Qtr Feet Line Feet Line
Big R Well Lot 1 NW/SE 2570 s 1355 E
Big R Well Lot 3 SW/NE 2470 N 1520 E
Big R Well Lot 7 SW/NE 2340 N 1520 E
Big R Well Lot 8 SW/NE 2290 N 1520 E
Big R Well Lot 9 SW/NE 2055 N 1520 E
Big R Well Lot 10 SW/NE 2005 N 1520 E
Big R Well Lot 11 SW/NE 1770 N 1520 E
Big R Well Lot 12 SW/NE 1720 N 1520 E
Big R Well Lot 13 SW/NE 1485 N 1520 E
Big R Well Lot 14 SW/NE 1435 N 1520 E
Big R Well Lot 15 SW/NE 1435 N 1440 E
Bi~ R Well Lot 16 SW/NE 1825 N 1440 E
5/10/2004 Colorado River Engineering, Inc Proposed Well Locations.xis
PROPERTY DESCRIPTION
A TRACT OF LAND SITUATED IN SECTION 11, TO\JNSHIP 6 SOUTH, RANGE 93 \JEST OF THE 6 TH
P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING DESCRIBED BY
METES AND BOUNDS AS FOLLDIJS•
BEGINNING AT THE SOUTHIJEST CORNER OF THE SE1/4NE1/4 OF SAID SECTION 11;.
THENCE S.89'40'36'E. 300.83 FEET; THENCE S.63'43'02'\J. 1337.91 FEET;
THENCE N.00'12'00'\J. 597,08 FEET; THENCE S.89'48'45'E. 104.57 FEET;
THENCE N.00'21'56'E. 1318.18 FEET; THENCE S.89'52'06'E. 793.77 FEET;
THENCE S.00'15'20'\J. 1318.95 FEET TD THE POINT OF BEGINNING.
SAID TRACT OF LAND CONTAINING 32.31 ACRES, MORE DR LESS.
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Table 1
Water Diversion and Consumptive Use Demands
Big R Commercial Park -Lots 1, 3 & 7 through 16 in Garfield County, Colorado
ac-ft 0.199 0.206 0.206 0.199 0.206 0.199 0.206 2.42
ac-fi 1.756 1.584 1.171 0.999 0.448 8.02
ac-ft 0.228 0.206 0.228 0.221 0.228 0.221 0.228 0.228 0.221 0.228 0.221 0.228 2.69
ac-ft 0.046 0.046 0.046 0.046 0.04604 0.04604 0.04604 0.046 0.046 0.046 0.046 0.046 0.55
ac-ft 0.480 0.438 0.480 1.086 1.926 2.222 2.064 1.651 1.465 0.928 0.466 0.480 13.68
?~~&"£ !li'~Jllt'
0.030 0.031 0.031 0.36
ac.ft 1.405 1.267 0.937 6.42
ac-ft 0.228 0.206 0.228 0.221 0.228 0.221 0.228 0.228 0.221 0.228 2.69
ac-ft 0.046 0.046 0.046 0.046 0.04604 0.04604 0.04604 0.046 0.046 0.046 0.55
ac-ft 0.305 0.280 0.305 0.793 1.462 1.702 1.572 1.242 0.297 0.305 10.02
(10)._ _______ A_u .. gm_en_ta_t_io_n_w_ate_r_c_on_tr_a_c_t_A-'m_o_u-'nt.;.a_s.s_.um_.in;o;g""'y'""e_.ar_r_o .. u_nd_..ca;..l_I a;;.;n;..d_1-'0-"%'-c"'o-.n"""v"'ey:.oa;;.;n"'ce-.,,lo.-s.;.s.-fr..,o-.mo.;u;;.:p;.;s;.;tr..,ea;;;m.;.;.;.re;.;s;.;e.;.rv;.;o;.;;irs.._ _ _.;.11-..0;;;3;;i
SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS
ln·house uses
) In-house (A
(B)
. (C
In-house use
) In-house depletion
Outside uses
) Irrigated area (D
(E
(F
(G
(H
) Irrigated Area
) Irrigation Efficiency
) Vehicle/washing
) Fire Fighting tank Refill
12 units
180 gal/day/unit (6 employees @ 30 gal/dy/ea)
15% (ISDS Treatment)
10000 sq.ft./unit
2.755 acres =(A) x (D)/43560
80%
200 gal/day/unit (assumed 100% depletive)
180000 gal/year
Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any)
JAN FEB MAR APR MAY
feet 0.00 0.00 0.00 0.18 0.42
JUN
0.51
(1) =(A) x (8) x days in month/ 325800
(2) = (E) x (I) I (F)
(3) = (A) x (G) x days in month/325800
(4) = (H)/12 months
(5) = (1) x (C)
(6) = (2) x (F)
(7) = (3)
(8) = (4)
(9) = (5) + (6) + (7) + (8)
(10) = {(9) x 10%} +(9)
JUL AUG SEP OCT NOV DEC ANNUAL
0.46 0.34 0.29 0.13 o.oo 0.00
*Demands are total project demands, lot 15 well will supply fire storage tank and have a larger well demand than other wells
5/10/2004 Colorado River Engineering \\Bob\C\CREjobfiles\600-BigRIDEMANDLONG.XLW
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Current Janual)' 2004
Name of Applicant:
Contract# 040518BRCP(a)
Map#500
Date Activated 5/18/04
WEST DIVIDE WATER CONSERVANCY DISTRICT
WATER ALLOTMENT CONTRACT
Robert Re ulski l Rifle Ski Co
Quantity of Water in Acre Feet: __ ~l~l.~0~3-------------------------------
Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado,
organized pursuant to and existing by virtue of C.R.S. 1973, §37-45~ l 01, .fil..fil&, (hereinafter referred to as the "District") for an allotment
contract to beneficially and perpetua!ly use water or water rights owned, leased, or hereafter acquired by the District. By execution of this
Contract and the attached Application, Applicant hereby agrees to the following terms and conditions:
I. Water Rights: Applicant shall own water rights at the point of diversion herein lawfully entitling Applicant to
divert water, which will be supplemented and augmented by water leased herein. If Applicant intends to divert through a well, it must be.
understood by Applicant that Tio right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources.
2. Ouantitv: Water applied for by the Applicant-in the amount set forth above shall be diverted at Applicant1s point
of diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the
Colorado State Engineer during periods when said direct flow water right is not in priority. the District shall release for the use of Applicant
up to said quantity in acre feet per year of storage water owned or controiled by the District It is understood that any quantity allotted from
direct flow, storage or otherwise, to the Applicant by the District will be limi.ted by the priority of the District's decrees and by the physical
and legal availability of water from District's sources. Any quantity allotted will only be provided so long as water is availabl~ and the
Applicant fully complies with all of the ter'ms and conditions of this Contract. The District and the Applicant recognize that some of the
District's decrees may be in the name of the Colorado River Water Conservation District, and the ability of the District to allot direct flow
right to the Applicant may be dependent on the consent of the Colorado River Water Conservation District. If at any time the Applicant
dCtennines it requires less water than the amount herein provided, Applicant may so notify the District in writing, and the amount of water
allotted under this Contract shall be n~duced pennanently in accordance with such notice. Rates shall be adjusted accordingly in following
water years only.
3. Beneficial Use and Location of Beneficial Use: Any and all water allotted Applicant by the District shall be used
for the following beneficial use or uses: industrial, municipal, domestic and related uses, or commercial (except for commercial use from
Alsbury Reservoir and except to the extent that Ruedi Reservoir water may not be available for commercial as that tenn is defined on Page 5
of Contract No. 2-07-70-W0547 between the United States and the West Divide Water Conservancy District). Applicanfs beneficial use of
any and all water a!Jotted shall be within or through facilities or upon land owned, leased, operated, or under Applicant's control.
4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, Green
Mountain Reservoir, Alsbury Reservoir, or other works or facilities of the District, or from other sources available to the District, shall be
delivered to the Applicant at the outlet works of said storage facilities or at the decreed point of diversion for said other sources. and release
or delivery of water at such outlet or points shall constitute performance of the District's total obligation. Delivery of water by the District
from Ruedi Reservoir or Green Mountain Reservoir shall be subject to the District's lease contracts with the United States Bureau of
Reclamation. Releases from other facilities available to District shall be subject to the contracts, laws, rules, and regulations governing
releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases frof!l structures
that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement, is not
impaired by said action. Any quantity of the Applicant1s allocation not delivered to or used by Applicant by the end of each water year
(October I). shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for
such water.
Water service provided by the District shall be limited to the amount of water available in priority at the original point of
diversion of the District's applicable water right, and neither the District, nor those entitled to utilize the District's decrees, may call on any
greater amount at new or alternate points of diversion. The District shall request the Colorado Division of Water Resources to estimate any
conveyance losses between the original point and any alternate point, and such estimate shall be deducted from this amount in each case.
Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is
provided pursuant to Agreements with said Districts. The Intergovernmental Agreement between the District and the Silt Water Conservancy
District, dated January 25, 2001, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental
Memorandum of Understanding between the District and the Bluestone Water Conservancy District, dated April 26, 2001, is recorded as
Reception No. 584840, Garfield County Clerk and Recorder's Office.
5. . Alternate Point of Diversion and Plan of Augmentation: Decrees for alternate points of diversion of the District's
water rights or storage water may be required in order for Applicant to use the water service contemplated hereundCr. Obtaining such decree
is the exclusive responsibility of Applicant. The District reserves the right to review and approve any conditions which may b_e attached to
judicial approval of said alternate point of diversion as contemplated or necessary to serve Applicant's facilities or lands. Applicant
a·cknowledges and agrees that it shall be solely responsible for the procedures and legal engineering costs necessruy for any changes in water
rights contemplated herein, and further agrees to indemnify the District from any costs or losses related thereto. Applicant is solely
responsible for providing works and facilities necessary to obtain/divert the waters at said alternate point of diversion and deliver them to
Applicant's intended beneficial use. Irrespective of the amount of water actually transferred to the Applicant's point of diversion, the_
Applicant shall make annual payments to the District based upon the amount of water allotted under this Contracl
In the event the Applicant intends to apply for an alternate point of diversion and to develop an augmentation plan and
institute legal proceedings for the approvai of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant
hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates its own
augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to pay any a1nount under Paragraph 19 below. In
any event, the District shall have the right to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the
District copies of such plan and of all pleadings and other papers filed with the water court in the adjudication thereof.
2
6. Contract Payment: Non-refundable. one time administrative charge, in the amount detennined by the Board of
Directors of the District from time to time, shall be submitted with the application for consideration by th~ District.
Annual payment for the water service described herein shall be determined by the Board ofI>irectors of the District. The
initia1 annual payment shall be made in full, within thirty (30) days after the date of notice to the Applicant that the initial payment is due.
Said notice will advise the Applicant, among other things, of the water delivery year to which the initial payment shal1 apply and the price
which is applicable to that year.
Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January I. ff an
annual payment is.not made by the due date a flat $50 late fee will be assessed. Final written notice prior to cancellation will be sent certified
mail, return receipt requested, to the Applicant at such address as may be designated by the Applicant in writing or set forth in this Contract
or ApplicatiOn. Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so
as to prevent the District from adjusting the annual rate in its sole discretion for future years only.
If payment is not made within fifteen (15) days after the date of said written notice, Applicant shall at District's sole option
have no further right, title or interest under this Contract without further notice, and delivery may be immediately curtailed. The allotment of
water, as-herein made, may be transferi-ed, leased, or otherwise disposed of at the discretion of the Board of Directors of the District.
Upon cancellation of this water allotment Contract with the District, the District shall notify the Division of Water
Resources offices in Denver and Glenwood Springs. The Division of Water Resources may then order cessation of all water use.
7. .Additional Fees and Costs: Applicant agrees to defray any expenses incurred by the District in connection with
the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in connection
with any water rights and adjudication necessary to allow Applicanf~ use of such allotted water rights.
8. Assignment: This Contract shall not inure to the benefit of the heirs, successors or assigns of Applicant, without
the prior written consent of the District's Board of Directors. Any assignment of Applicanfs rights under this Contract shall be subject to>
and must comply with, such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of
Contract obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying
to the District for individual and separate allotment Contracts. No assignment shall be recognized by the District except upon completion
and filing of proper forms for assignment and change of ownership.
ln the event the water allotted pursuant to this Contract is to be used for the benefit of land which is now or will
subsequently be subdivided or held in separate ownership, the Applicant may only assigri the Applicant's rights hereunder to: 1) No more
than three separate owners all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners
association, water district, water and sanitation district or other special district properly organized and existing under the laws of the State of
Colorado, and then, only if such parties, association or special district establishes to the satisfaction of the District that it has the ability and
authoiity to perform the Applicant's obligations under this Contract. In no event shall the owner of a portion, but Jess than a11, of the
3
Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist pursuant to a well sharing
agreement or through a homeowners association or special district as provided above.
Upon the sale of the real property to which this Contract pertains, AppJicant shall make buyer aware of this Contract and
proper forms for assignment and change of ownership must be completed.
9. Other Rules: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules
and regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law.
1 O. Operation and Maintenance Agreement: Applicant shall enter into an "Operation and Maintenance Agreement"
with the District under tenns and conditions determined by the board of Directors of the District, if and when, the Board of said District
detennines in its sole discretion that such an agreement is required. Said agreement may contain, but shall not be limited to, provisions for
additional annual monetary consideration for extension of District delivery services and for additional administration, operation, and
maintenance costs; or for"other costs to the District which may arise through services made available to the Applicant.
11. Change of Use: The District reserves the exclusive right to review, reapprove or disapprove any proposed
change in use of the water allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted
hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract.
12. Use and Place of Use: Applicant agrees to use the water in the manner and on the property described in the
documents submitted to the District at the time this Contract is executed, or in any operation and maintenance agreement provided by
Applicant. Any use other than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in
paragraph 8 above, shall be deemed to be a material breach of this agreement.
13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or
legal fee title interest in or to any water or water rights referred to herein.
14. Conservation: Applic<int shall use commonly accepted conservation practices with respect to the water and
water rights herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or
controlled water or water rights.
I 5. Restrictions: Applicant shall restrict actual diversions to not exceed the contract amount, which provides water
(on the formula of one acre foot per dwelling) for ordinary household purposes inside one single family dwelling, the watering of domestic
livestock, fire protection, and the irrigation of lawn and garden as specified in the Application.
Applicant shall also comply with all restrictions and limitations set forth in the well pennit obtained from the Colorado
Division of Water Resources.
4
Watering of livestock shall be restricted to Applicant's domestic animals not to be used for commercial purposes unless
Applicant obtains approval from the Coloriido Division of Water Resources for commercial use/livestock watering, provided that in no event
shall actual diversions exceed the amount of water provided by this Contract.
Violation of this paragraph 15 shall be deemed to be a material breach of this Contract.
I 6. Well Permit: If Applicant intends to divert through a well, then Applicant must provide to District a copy of
Applicant's valid well pennit before District is obligated to deliver any water hereunder.
17. Measuring Device or Meter: Applicant agrees to.provide, at its own expense, a measuring_ device deemed
acceptable by the District's Engineer after consultation. or a totalizing flow meter with remote readout to continuously and accurately
measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. Applicant agrees to
provide accurate readings from such device or meter to District upon District's request. Applicant acknowledges that failure to comply with
this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources.
By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property
during ordinary business hours for the purposes of determining Applicanfs actual use of water.
18. Representations: By executing_this Contract, Applicant agrees that it is not relying on any legal or engineering
advice that Applicant may believe has been received from the District. Applicant further acknowledges that it has obtained all necessary
legal and engineering advice from Applicant's own sources other than the District. Applicant further acknowledges that the District makes no
guarantees, warranties, or assurances whatsoever about the quantity or quaJity of water available pursuant to this Contract. Should the
District be unable to provide the water contracted for herein, no damages may be assessed against the District, nor inay Applicant obtain a
refund from the District.
19. Costs of Water Court Filing and Augmentation Plan: Should the District, in its own discretion, choose to include
Applicant's Contract herein in a water court filing for alternate point of diversion or plan. of augmentation, then Applicant hereby agrees to
pay to the District, when assessed, an additional fee representing the District's actual and reasonable costs and fees for Applicanfs share of
the proceedings. Applicant shall be assessed a proMrata share of the total cost incurred by the District in preparing. filing and pursuing to
decree the water court case. The pro-rata share shall be calculated by dividing such total cost by the number of contractees included in the
filiiig. To the extent t~at the District is caused additional costs because of objection filed specifically due to the inclusion of Applicant's
Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a pro-rata basis by all contractees.
20. Binding Agreement: This agreement shall not be complete nor binding upon the District unless attached hereto
is the form entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant <ind approved
by the District's engineer. Said attaclunents shall by this reference thereto be incorporated into the terms of this agreement. All
co~espondence from the District to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement
as further tenns and conditions of this agreement.
5
21. Warning: IT IS TIIE SOLE RESPONSIBILITY OF TIIB APPLICANT TO OBTAIN A VALID WELL PERMIT
OR OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THE WATER ACQUIRED UNDER THIS CONTRACT.
IT IS THE CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE V ALID!TY OF THE WELL PERMIT OR WATER RIGHT
INCLUDING FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF
BENEFICIAL USE, OR OTHERWISE LAWFULLY APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS
WITHOUT WASTE.
:
22. AREA B. CONTRACTS: IF APPLICANT'S WELL OR OTHER WATER RIGHT THAT rs THE SUBJECT OF
THIS CONTRACT rs WCA TED OUTSIDE" AREA A" AS DESIGNATED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES:
THE AUGMENTATION WATER PROVIDED BY THE DISTRICT UNDER THIS CONTRACT MAY ONLY PROTECT APPLICANT''S
WATER RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY
OTHER SENIOR RIGHT. NO REPRESENT A T!ON OTHER WISE rs MADE BY THE DISTRICT. IF THIS IS A CONCERN TO
APPLICANT, THIS CONTRACT MAY BE RESCINDED UPON WRITTEN NOTICE DELIVERED TO THE DISTRICT BY THE
. APPLICANT WITHIN TIIB NEXT 30 DAYS FOLLOWING THE AFFIXING OF SlGNA TURES ON THIS CONTRACT IN WHICH
EVENT ALL SUMS PAID BY APPLICANT FOR THIS CONTRACT SHALL BE IMMEDIATELY REFUNDED TO APPLICANT.
Appli~t t8tl ~ Applicant UJJd ~
STATEOF <2alamA ~
) SS.
coUNTYOF Gcu·\L.tl_c\)
The foregoing instrument was acknowledged before me on this // day of
,20 Ci</ ,by \; \'\1rl,,.J.~pber nTci oerq __ '(YlOM
\ Witness my hand and official seal. My commission e~ I ;, -do:'.> -07
CL."'~ m CA. d..ci 0& AZ _,
· otary Public
STATE OF _______ _
) SS.
COUNTY OF ______ _
The foregoing instrument was acknowledged before me on this __ day of _______ ~
20 ,by _______________ _
Witness my hand and official seal. My commission expires: _________ _
Notary Public
ORDER
After a hearing by the Board of Directors of the West Divide Water Conservancy District on the Application, it is
hereby ORDERED that said Application be granted and this Contract shall be and is accepted by the District.
6
WEST DIVIDE WATER CONSERVANCY DISTRICT
By___._~~· -~~~~
President
Date S-/J-0 I
This Contract includes and is subject to the terms and conditions of the following documents which must accompany this Contract:
1. Map showing location of point of diversion (use map provided)
2. Application and Data Fonn folly completed and signed
7
WASTEWATER TREATMENT PLAN
~COLORADO
"'z a: ?'? a: RIVER
. -...., • ENGINEERING, INC.
Mr. Bob Regulski
Big R Commercial Park
POB9
Rifle, CO 81650
Dear Mr. Regulski:
July 6, 2004
RE: Subdivision -Wastewater Treatment
P.O. Box 1301
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
A> requested, Colorado River Engineering, Inc. has completed field investigations to
examine the use of Individual Sewage Disposal Systems (ISDS) for the treatment of biodegradable
wastewater from the proposed I 0 lots of the Big R Commercial Park Subdivision. ISDS is used for
wastewater treatment of existing buildings on what is proposed to be Lot I of the subdivision (±9
acres). The remaining nine lots, ranging in size from two to four acres, are capable of being served
by ISDS and can meet all regulatory requirements.
For this subdivision, there are a variety of ISDS systems that are permitted by Colorado
State Heath Department and Garfield County including a conventional septic tank with a below
ground absorption field (leach field). Our field investigations and water percolation tests combined
with the geotechnical report by H-P Goetech, dated February 24, 2004, fully support our
recommendation of individual sewage disposal systems for each two acre lot. This is consistent
with the County's Lot Area Restrictions based on disposal system (Section 5.04.03 of the County's
Zoning Resolution).
The near surface soil conditions were determined to be fairly uniform as shown by the
topography, historic land use, soil conditions exposed in the percolation pits, and soil conditions
reported by the geotechnical engineer. HP Geotech characterized the soil as "sandy clay and silt
with stratified silty sand layers." These were the same soil conditions encountered in the
percolation test pits.
Field tests were conducted to explore percolation rates on the property. Four test holes were
hand dug at a bottom depth of roughly four feet. The location of the holes is shown on the attached
Figure I. Holes 1-4 were pre-soaked on March 251h, 2004 and tested on March 261h, 2004 in
accordance with county and state guidelines. All test holes, except pit I, exhibited average
percolation rates of between 5 to 60 minutes per inch of drop which is acceptable for "non-
engineered" systems. Due to testing in a silty sand layer, Pit I was retested with Pit I A. The retest
Pit 1 A was immediately adjacent to Pit I and was at the same depth. This pit and Pit 5 were dug
and soaked on March 26 1h and tested on March 27 1h. The test pit percolation rates are shown in the
table below.
Hole# Percolation Rate
(minutes/inch\
I 4
IA (retest) 16
2 16
3 32
4 32
5 16
Averaue 22.4
The H-P Geotech report shows the fine grained soils to be more than 22-feet deep. The
water table was encountered between 9-feet and 23-feet. This overburden depth and water table
depth support the ability to develop non-engineered ISDS on the project site.
Design locations for individual septic tank and leach field will need to be determined once
an individual lot's design has been decided. These locations must meet the minimum distance
requirements detailed by the Garfield County Building Department, and should reasonably
maximize the distance to surrounding wells. The actual leach field location will require testing and
issuance of an ISDS permit prior to construction.
The use of ISDS can provide an effective means of wastewater treatment in areas of low-
density development, such as this development. Proper care and maintenance of the septic and
leach field facility is the key component in assuring long-term effective operation. An ISDS is
designed to handle mild biological and water waste including soaps and mild cleaners. Liquids
such as paints, solvents, antifreeze, and pesticides should never be poured into the system. In
addition, all grease should be disposed into the trash and not poured/forced into the ISDS. We
recommend maintenance, such as tank pumping and inspection, to be performed by the Lot Owners
Association to assure proper operation. The maximum period between pumping and inspection
should not exceed two years. Attached is a Septic System Maintenance brochure from the Jefferson
County, Colorado Department of Health and Enviromnent. This brochure provides helpful
discussion on ISDS operation and maintenance as well as listing several important Do's and Don'ts.
If you have any questions, please do not hesitate to call 970-625-4933.
Sincerely,
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PO Box 1301 ~ COLORADO
Rifle, CO 81650 ~,~RIVER
Tel 970-625-4933 ~· ENGINEERING
Fax 970-625-4564 -~
Civil Engineering
•Water Rights, Augmentation Plans • Groundrvater, Well Permitting
•Hydrology, Flood Plain Analysis •Canals, Pipelines, Dams
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File Name: Drainage.dwg !Job No: 600 I Client:
Big R Drawnby: BB !Aprvdby:CM 1Date:Mayl2,2004 l
Pumping your septic tank
Son1e n1aterials in household sewage arc not
easily decomposed. A licensed systen1s cleaner
will pump this rnaterial frorn your tank ... If you
have a 2-cornpartnent tank, both sides should be
pumped regularly. failure to regularly pump
the tank niay result in sludge entering the be<l
where it can plug the soil pores and result in
failure. In addition, adding an effluent filter to
the outlet of your septic tank will help prevent
solids fro1n entering your absorption bed. Since
repairing a failing absorption bed can co~t
thousands of dollars, an effluent filter and
routine pumping represents a very reasonable
invest1nent .in protecting your ISDS.
Effluent Filters
Absorption beds
An 3bsorption bed is where treated wastewaler
enters the soil. Plastic (PVC) pipes in t11e bed
are quite susceptible to drunage so vehicles
should never be driven or parked on an
absorption bed. AnimaJs such as cattle or
horses n1ay also compact the soil and dainage
the pipes. If your ISDS is in a pasture it should
be fence to keep out livestock.
Erosion can rc1nove the soil cover and allow
sewage to escape.fron1 the be<l this can be
prevented by 1naintaining proper drainage and
establishing vegetative cover (excluding trees,
whose roots can enter and clog pjpes); If the
bed is located in a lawn area, watering should
be restricted to prevent saturation of tl1e ground.
Additives
Additives, which cJahn to in1prove the operation
of your systen1, will probably not cause ;iny
harn1 but they are nOt needed to assure proper
operation. Beware of claims that a chen1ical
additive will "rejuvenate" your systen1 or make
pu1nping the tank unnecessary.
Summary
Do not dispose of ile111s that wiH destroy the
natural diges6on processes in your ISDS,
contaminate the ground \Yater, or overload U1e
systen1 with excess water. Have the tank
regularly inspected and pumped. If you follow
t11ese few simple rules, your ISDS will prove to
be a safe and econoinical onsite rne.thod of
wastewater-treallnent for many years.
Despite the b_est of care, son1e systems do
n1aifunction, either backing up into U1e dwelling
or leaking from the absorption bed (as shown on
the front cover of this brochure). Shoul.d U1is
happen, contact the Health Departrnent at once.
They can advise you on procedures to.repairthe
syslen1.
Printed _on Rccyclec.1 Paper
JEFFERSON COUNTY
DEPART.!VlENT OF HEALTH
AND ENVIRONMENT
.... , ..
Septic System
Maintenance
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Environmental Health Services
1801 19u' Street
Golden, Colorado 80401
303-271-5755
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The n1odern onsite Wastewater treatn1ent
system, or individual sewage disposal systern,
as it is n1ore couunonly known, is an
environn1entally sound n1ethod .of.wastewater
trcatn1ent in areas where public sewers are not
available. This guide should help you
understand how your syste1n functions and will
provide tips and infonnation that should help
improve its operation and prolong its useful life. --
Septic System
What it is and how it works
A typiCal ISDS consists of a septic tank and an
absorption bed (sornetimes cal led a leaching
field). The septic tank is usually made of
concrete or other durable n1alerials. Most tanks
have a capacity of 1,000 gallons or ntore mid
are divided into two compart1nents. Sewage
from the dwelling enters the first co1nparttnent
of the tank. licre, bacterial deco1nposition
occurs and 111aterials that cannot be digested
settle to the botton1 as sludge or float to the top
and fonn a scum layer. The remaining liquid
then flows into the second cornpartment where
additional treatn1ent occurs. Although lnost
septic tanks are non-n1cchanical, son1e have a
rnotof or aerator that agitates the sewage. ·rhese
1nechanis1ns arc an important part of this type of
tank and should not be rernovcd or
<lisconnectcd, as this will seriously affect the
operation of t.l1e systern.
From the tank the prutially treated sewage or
effluent.flows to the absorption bed and enters a
series of pefforatcd pipes bedded in gravel. It
then drains through the gravel and the soil
below where it is further treated and filtered
before reentering the groundwater. The filtering
action of the soil re1noves roost of the hannfUl
bacteria. The result is a high degree of
treatrnent occurring in a natural,
environ1ne11tally sound process.
Wnste,vntcr Tre.ato1e11t anll Disposal in the Soil
Not all conta1uinants are rernovcd by these
systen1s. Nitrate, .a chen1icaI by-product of
hun1an waste, is not ren1oved and n1ay impact
groundwater quality. Distance separation front
wells and proper 1naintenance is necessary to
increase treatJnent efTcctiveness as well as the
lifespan of the syste111.
Caring for your septic system
Au ISDS is only designed to treat household
wastewater. Although typical household soaps
and cleaners should not cause a problc1n, liquids
such as paints, solvents, thinners, pesticides,
antifreeze, or photographic che1nicals should
never be poured down the drain. These
rnateri~ls can da1nage your systen1 and seriously
pollute the groundwater.
Likewise, items such as disposable diapers,
cigarette butts, and sanitary napkins should not
be put into the system. Kitchen wastes such as
bones, eggshells, and coffee grounds do not
readily decompose and should be thrown out.
Grease is one of the worse enemies of your
ISDS: pans should be wiped clean prior to
washing and excess grease or drippings should
not be poured down the drain.
Unlike a public sewer, Your lSDS is designed
to accept litnited flow. Prolonged overloading
of the systc111 n1ay cause sluggish drains,
sewage backups, or effiuent surfacing _on the
absorption bed. Space your water use out over
time. Don't do multiple loads of laundry or
pennit three or four showers in a row.
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DRAINAGE REPORT
Mr. Bob Regulski
Rifle Ski Corp.
POB9
Rifle, CO 81650
Mr. Bob Regulski,
July 9, 2004
RE: Big R Commercial Park Drainage Plan Analysis
P.O. Box 1301
Rifie, CO 81650
Tel 970-625-4933
Fax 970-625-4564
Colorado River Engineering, Inc. has completed a Drainage Plan analysis for subdivision of the Big
R Commercial Park, in Garfield County, on US Hwy 6&24, just east of Rifle, Colorado, see Figure la. The
analysis has been completed in support of Preliminary Plan submittal for 10 commercial lots. The purpose of
the analysis is to calculate pre-development and post-development runoff, provide mitigation to prevent
increased runoff to downstream properties, and present hydraulic calculations for drainage infrastructure
internal to the project.
This report has two main components. The first addresses the differences in historic and developed
runoff. The increased developed runoff is addressed with four detention ponds on Lots 2-8. The second
component of the report addresses existing drainage within the subdivision, particularly drainage flow
through the existing culverts bordering and under Hwy 6&24. All of the existing culverts are adequately
sized for the contributing flows once cleaned of silt and debris. This report should be read with Preliminary
Plan, Drainage Plan Sheet 5 and Drainage Details Sheet 6.
HISTORIC USE
The subject property was originally irrigated farmland with the same management practices currently
used on the adjacent farmlands to the west, north, and east. These fields and this parcel gently slope to the
southwest and are considered straight-row fields where the rows do not follow the contours.
OFF-SITE CONTRIBUTING AREA
As shown in Figure 1, the off-site contributing area to the subject property is the adjacent eastern
property. The northern natural contributions to the property have been altered due to County Road 221
directing drainage to the west, which is assisted by the drainage diversions into the channel coming from the
north and turning to the west at County Road 221. Drainage contributions from the east are limited by the
natural gully shown in Figure I.
EXISTING CONDITIONS
The subject property is currently leased as commercial space on the south and east half of the
property and agricultural land in the northwest area. This preliminary plat is atypical in the fact that roughly
half the property is currently used for its post subdivision buildout. Due to the existing development, some
I
components of the drainage plan are already in place. As shown on the Preliminary Plat, there are numerous
culverts under existing access roads and under Hwy 6&24. Sheets 5 & 6 of the engineering design drawings
show existing culverts and the final drainage plan design and details.
HYDROLOGY ANALYSIS
The hydrology analysis quantifies change in runoff. Commercial development increases the amount
of impervious area and rainfall response time and can result in increased runoff conditions to downstream
property owners. The increased runoff typically must be retained or detained to mitigate impacts. Flood
flow hydrographs have been calculated to determine the increase from the proposed development.
Hydrographs were calculated using the Graphical and Tabular method developed by the Soil Conservation
Service in "Technical Release-55, Urban Hydrology for Small Watersheds". Hydrologic calculations include
data input for storm type and rainfall amount, drainage area, runoff curve numbers determined from soil
types and vegetation cover and water flow path time of concentration. Supporting engineering calculations
for the data input and runoff hydrographs have been included in the attached appendices.
A design storm of JOO-year frequency has been used based on design criteria established by Garfield
County. The rainfall amount of 2.4-inches for a 24-hour period was determined from the NOAA Atlas II,
Volume III.
This analysis incorporates a working drainage system while addressing increased flows from development.
The hydrology analysis is roughly divided into two areas -to be developed (the north half) and currently
developed (the south half). The north side will contain numerous detention ponds. The south side was
analyzed given the existing culverts and flows in a l 00-year event.
IDSTORIC VS. DEVELOPED RUNOFF
The analysis calculates peak flow rates from the historic conditions and develops mitigation through the use
of detention ponds. This analysis shows that the proposed development will detain flows and decrease the
peak flows to neighboring properties.
The historic runoff areas are displayed in Figure I. The entire contributing drainage area is divided
into four areas, HI, H2, H3, and H4. The Curve Number (CN) for the historic use is 81. The historic
analysis assumes agricultural land use prior to the development of the existing buildings. The table below is
supported by Figure I and the hydraulic calculations in Appendix A.
Historic Area Area (acres) Tc Peak cfs Total Discharge (cu. ft.)
HI 16.3 .5350 10.4 50,631
H2 10.6 .5383 6.7 33,543
H3 4.8 .4769 3.3 15, 189
H4 20.0 .5271 12.9 63,289
Total 51.7 acres 162,652 cu. ft.
2
Water Volume
The difference in historic runoff volume and developed runoff volume can be determined given the
rainfall, the area, and the CN. The CN developed value is from TR-55 Table 2-2. The CN for Industrial
Districts (72% impervious) with a B soil group is 88. The following table is supported by calculations in
AppendixB.
Area Acres Runoff, Q (inches) Volume ofRunoff(cu.ft.) '
Devel. Subject Propertv 32.3 1.2963 151,989
Off-site . 19.4 .8718 61,393
Total once developed 213,382
Hl+H2+H3+H4 51.7 .8718 (163,652)
Developed -Historic 50, 730 cu. ft.
The increase from historic to developed discharge volume, in a 100-year storm, is 50,730 cu. ft.
Detention Ponds
Mitigation of increased runoff is often preformed by developing detention ponds. A detention pond
functions as a damper to capture the peak inflows and then draining this detained volume by a lower flow
outlet structure. All of the additional runoff volume, historic versus developed, of 50,730 cu. ft. can be
detained in four ponds on Lots 2 thru 8. The ponds will have a total volume of 64,064 cu. ft. and can detain
the additional runoff. The ponds will all be of the same basic design utilizing drainage swales or ditches to
direct runoff to the detention areas. A riprap spillway has been designed for each pond in case of
overtopping. The ponds drain through a series of 3" pipes which connect from one pond to the next. The
last pond on Lot 2 drains through a 6" pipe into the drainage easement along the western edge of Lot l. The
calculations for detention pond drainage and capacity are in Appendix C.
Off the northwest corner of Lot 1 is an existing historic drainage ditch and culvert, shown in Figure
3. The historic peak flow in this ditch, due to a contributing area of 3. 77 acres, was determined to be 3.5-cfs.
The developed flow to the ditch will be from two sources -the developed area drainage and the I 00-year
outflow from the detention pond on Lot 2. The developed contributing area of 0.2-acres will create a peak
flow of 0.4-cfs. The ponds' design will create an overflow of 2.6-cfs in the 100-yr storm. The combined
developed flow to the offsite culvert is 3.0-cfs, 0.5-cfs less than the historic flow. Supporting figures and
calculations are in Appendix D.
The detention ponds have the added benefit of acting as a sediment trap thereby decreasing the
amount of silt, sand, and debris that would have historically flowed off the area of Lots 2-8. The water
retained in these ponds during smaller events will promote plant growth and continue to improve the water
quality within the ponds and to downstream watercourses.
3
Peak Water Flows
The table below demonstrates the flow rates at the points of concentration in historic versus
mitigated developed flows and this information is also displayed in Figure 2.
Point of Concentration Historic Peak Flow ( cfs) Developed Peak 100-vr Flow (cfs)
West side to off-site culvert 10.4 3.0
SW comer to 18" culvert 6.7 8.0
South side-west to 24" culvert 3.3 6.1
South side-east to 24" culvert 12.9 16.2
Total 33.3 33.3
The table above can be broken into two basic flow directions -west, onto the neighboring property, and
south, under Hwy 6&24. By adding the first two rows, the points of concentration flowing onto the
neighboring property to the west decreases the peak flow from 17.1-cfs to 11.0-cfs. This flow continues
southwest joining together along the north side of the highway embankment until almost the intersection of
the road to Powerline Business Park. Approximately 40' upstream of the intersection is a culvert under the
highway which reconnects the drainage off the subject property, The stormwater on the north side of the
highway flows into the wide drain path between the highway and the railroad. This final point of
concentration is displayed in Figure la. This flow is then expressed under the railroad bed via another
culvert. As shown in the table above, the full impact of this development does not increase the peak flow at
the final point of concentration, in the wide drainage path between the highway and the railroad.
Hydraulic Structures
Culverts
There are five culverts on the southern edge of the property boundary, two go under Hwy 6&24 and
three run parallel to Hwy 6&24 under the highway access entrances. Their capacity was analyzed for the
100-year storm event, 2.4-inches in a 24-hour rainfall. It was determined that the existing culverts will pass
the appropriate contributing flows. This analysis is based on non-silted culverts. As indicated on the
provided survey, those culverts that are partially or fully silted need to be cleaned for proper performance. In
addition, the ditch flowline between the outlet of the access culvert in the southeast corner of Lot I and the
culvert inlet, approximately 80-feet downstream, needs to be cleaned/excavated to allow free, non-ponding
flow.
There are four culverts that are designed to handle internal drainage. Three of these culverts are to drain into
Lots 2, 3, and 6, transferring water under the road to the detention ponds. The fourth culvert is actually a pair
of 18" steel pipes that mainly handle the off-site contribution running along the eastern edge of this parcel.
That flow dissects the eastern portion of Lot I and drains into the eastern culvert crossing under Hwy 6&24.
Supporting calculations are in Appendix D, Culvert Capacity Calculations. The drainage areas are shown in
Figure 2.
Swales/Ditches
Drainage to the detention ponds will be mainly accomplished through drainage swales along the internal road
and along the south sides of Lots 2-9. These swales will be constructed in drainage and utility easements or
the road easement. The swale depths are shown on the accompanying sheets and have one side slope of
3horizontal: I vertical and one side slope of 2horizontal: I vertical.
4
The other drainage channel picks up runoff from the eastern off-site contribution. This trench begins where
the historical trench ends or has been altered. The trench begins at the north east corner of Lot IO, heading
straight south to the highway drainage ditch. This is a trapezoidal ditch with a bottom width of 2-feet and
side slopes of2horizontal: 1 vertical. Trench calculations are in Appendix D.
SUMMARY
With the addition of four internal culverts, cleaning existing culverts and flowpaths, building four
detention ponds on Lots 2 -8, and constructing internal drainage channels, the subdivision of the subject
property will not cause an overall increase in flow to adjacent property owners during a 100-year storm
event.
If you have any questions, please do not hesitate to call 970-625-4933.
CM:bb
Drainage.doc
5
~-
Brian Brown, Staff Engineer
z
0
0
M
M
0
WGS84 107°44'00" W
"""'1r---.::--vr;;r~~T"C'~:--TJ:---=":y:J;; {'; t .. ·~:\
2177 -lll -02-0J I -~;;------+-Sanchez Drywall, fnc . 2177-IJJ-02-001
gi 420 l,J, 27th St. Alf'redo Salazar
"[ Rif'li:-, CD. 27653 Highway 6 and 24, Sp. 408 a--"?l 81650 RIFie , CO.
. . " . _ . «ll ~ • 30' Rood Right of Vlo.y £aseMent (Presrlptlve) 81650
\ ""' •iJ:'.%~;"S?':) ~ ,-~ P•r Gr••n Sub:~~::: :::;P:~on2:1la: Pa v•d Surfac• 50' Utility and Drainage a•emen "' .
.• -.:. •. :~: .. '.: .. _' :.: .. · f ... --5376 N 89.01-'49 • 'W 792.09' Owt• 5:376,70
1
15 1 CMP
Good Cena!,
~ ~Y+'-+'""""7'!""'--"-t--<'-:3
100
I
• > '. •.· ..
VICINITY MAP
l' = 2000'
GRAPHIC SCALE
(Ill'FEET)
1 Inch = 100 It.
., . r= .......... -.. ,··~ ... .,,.
2177-111-00-357
Scott o.nd Lindo
Bryndildson
1831 .~01'!roocl Ave .
Rifle, CO,
81650
5370 ~
® lncilcat•s S•t No. 5 Rebar \,I/Plastic Cap, PLS No. 27613
Contour Interval1 1.0 ft, vertlco.l
Total
Toto.l
Total
Total
DATE OF SURVEY ' fEBRUARY, 2004
DA TE or MAPPING' NOV., 2006
Acreage of SubdlvJs/on -32.26 acres
No. of Lots -10
CoMMercla( Acl""eage -30.51 acres
dedlca ted Street RJght of \./o.y -1.75
Sheet
1 of 1
Cl ient: Bob Regulski
Drawn By: S. Phelps
5360
acl""es. s
Date: 16/Jan./200!
.dwg Fi l e: 95.020.Pi'E
Job No.: 95 -020
: .. ,
08101106 er en !neer, o.ttorne etc.
NO . DATE RE"1S10N OESCRIPTIO~
-· i "..j-
2 177-113-00-298
RJcho.rd N. Casey
P .O. Box 1015 .
RIFie. CO.
81650
CURVE RADIUS
Cl 256.98'
C2 316.98'
CJ 681.72'
C4 741.72'
cs 741.72'
cs -75.00'
C6 75.00'
C7 7S.OO'
ca 75.00'
C9 25-00'
LENGTH
64.56'
79.64'
138.62'
118.93'
31.89'
102.71'
56.43'
60.25'
126.53'
36.77'
" '
LINE
LI
L2
L3
L4
LS
L6
L7
L8
L9
L10
L 11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
CHORD
64.39'
79.43'
138.39'
118.81'
31.89'
94.87'
55.11 '
58.64'
112.0S'
33.54'
2177-111-00-343
Ardis A. Green
6 03 County Rood
Rifle, CO .
PRELIMINARY SUBDIVISION PLAT
Northeast 1/16 Corner
SE>ct lon 11. Found
Standard Mon~Ment
\,I /Brass Cap.-PLS 9009
30' W'ltne>ss Corneor
' ' '
2177-111 -00-4 74
Peth Ho l dings LiMited
340 N. AMericon Blvd .
Cheyenne, 'WY .
82007-1008
Legend of
81650
Partnership
SyMlools
-a-Tra f'fli:::: Control Sign
~ (l<lst. Fire Hydrant
WV [><:J Exist. 'vla.ter Va.lve
No. 221
Big R Commercial Park Subdivision
A Tr*ct of Land Situated in the East 1/2 of Section 11
Township 6 South, Range 93 West of the 6th P.M.
County of Garlield, State of Colorado
CERTIFICATE DE DEDI CAIIod AND 01JNERSHIP
KNOY ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING SOLE DYNER IN PEE S1MPLE
OF ALL THAI REAL PROPERTY SITUAI[D IN SECTJON 11, TOIJNSHIP 6 SOUTH, RANGE 93 'w'ESI OF
THE 6TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING MORE
PART!CULARL Y DESCRIBED AS FOLLOIJS,
PRQPERIY DESCRIPTION
A TRACT or LAND SITUATED IN SECTION ll, TOIJNSHIP 6 SOUTH, RANG£ 93 \JEST OF THE 6TH P.M.,
COUNTY or GARFIELD , STATE OF COLORADO, SAID TRACT OF LAND BEING DESCRIBED BY METES AND BOUNDS
AS FOL LOIJS1
BEGINNING AT THE SOUTHYEST CORNER OF. THE SEl/4N£:J/4 Of" SAID SECTION ll, SAID SOUTHYEST
CORNER BEING A STANDARD MONUM£NT AND BRASS CAP, PLS NO, 9009 FOUND IN PLACEJ
THENCE S.88"58'05'£. 302.16 FEET ALONG THE SOUTH LINE OE SAID SEJ/4NE1/4 TD A PDlNT ON THE
NORTHERLY RIGHI OF 1JAY LINE or COLORADO STATE HIGH'w'AY NO. 6; THENCE S.64.27'01l'W'.
1340.79 PEET ALONG SAID RIGHT OF YAY1 THENCE DEPARTING SAID NORTHERLY RIGHT OF YAY LINE
N.01°03'22'£, 599.98 PEET TO A POINT ON THE SOUTH LINE OF THE SIJl/4NEl/4 or SAID SECTION
ll1 THENCE S.88°58'05'E. 103,04 FEET ALONG THE SOUTH LINE OF SAID SVl/4NEl/41 THENCE
DEPARTING SAID SOUTH LINE N.01"09'17'£, 1318.31 FEET TO A POINT ON THE NORTH LINE OF SAID
S'w'J/4NE1/4J THE'.NCE ALONG SAID NORTH LINE s ,99•01'49'E. 792.09 F"EET TD THE NORTHEAST CORNER
OF' SAID S\t/l/4NEJ/4J THENCE S.01"05'19''w'. 1319.17 FEET ALONG THE EAST LINE or SAID SW'1/4NE1/4
TD THE POINT OF BEGINNING.
SAID TRACT OF LAND CONTAINS 32.26 ACRES AS DESCRIBF:D.
HAVE BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE SAME INTO LOTS AND BLOCKS
AS SHOVN HEREON AND DESIGNATE THE SAME AS THE 'BIG R COMMERCIAL PARK SUBDIVISION'
A SUBDIVISION IN THE COUNTY OF GARFIELD, 'STATE OF COLORADO! AND DO HEREBY GRANT TO SAID
COUNTY OF GARFIELD FOR PUBLIC USE THE STREETS SHOWN HEREON INCLUDING AVENUES, DRIVES,
COURTS, PLACES AND ALLEYS, THE PUBLIC -LANDS SHOW'N HEREON FOR THEIR INDICATED PUBLIC
USE AND THE UTILITY AND DRAINAGE EASEMENTS SHOYN HEREON FOR UTILITY AND DRAINAGE
PURPOSES ONLY, PROVIDED HOWEVER THAT SUCH APPROVAL IN NO \JAY OBLIGATES THE COUNTY OF
GARFIELD FOR FINANCING OR CONSTRUCTING IMPROVEMENTS ON LANDS, PUBLIC H!GHVAYS OR
EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIPICALLY AGREED TO BY THE COUNTY or
GARFIELD.
EXECUTED THIS ---------DAY OF _______ c _____________ ,A,D, 20 ___ _
CG!JNIY COMMISSlCJNERS CfR!lfICA!f
THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY,
COLORADO TH!S __________ DAY or _________________ , A.D. 20 _____ , FOR FILING VITH
THE CLERK AND RECORDER or GARflELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF
GARFIELD PUBLIC DEDICATIONS SHOYN H£REON 1 SUBJECT TO THE PROVISIONS THAT
APPROVAL IN ND YAY OBLIGATES THE COUNTY OF GARFIELD FOR THE FINANCING OR
CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED
TO THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE COUNTY OF GARFIELD AND
FURTHER THA T SAID APPROVAL SHALL IN NO VAY OBLIGATE THE COUNTY OF GAR FIELD FO R
MAINTENANCE OF STREETS AND UTILITIES DEDIC A TED TD THE PUBLIC UNTIL CONSTRUCTION
OF IMPROVEMENTS THEREON SHALL HAVE BEEN COMPLETED TO THE SATISFACTION OF THE
BOARD or COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO .
BY1 -------------------------------------CHAIRMAN, BOARD or COUNTY COMM!SSION£RS
GARFIELD COUNTY, COLORADO.
\J!TN£SS MY HAND AND SEAL OF THE COUNTY or GARFIELD, COLORADO.
A TTEST 1 -----------------------------------
COUNTY CLERK
ATTORNEY'S crgrJEICATf:
I, -------------------------------AN A HORNEY LICENSED TO PRACTICE LAV JN THE
STATE or COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE PUBLIC, AS
DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY LIENS, CLAIMS AND.
ENCUMBRANCES OF RECORD EXCEPT AS FOLLOWS'
* Exist. \.later Shut-off Vo..lve
OIJNER' BIG R ENTERPRISES, LLC '· DATE 1------------------------------
Exist. UtlUty Pol•
Finish Floor Spot Elevation
Ex ist. \.Jell BY'------------------------------
ROBERT M. REGULSKI -MANAGER
@ Property Pins Found or Set STATE OF COLORADO )
--~ --Overheud Utility Llne(s) S.S,
COUNTY OF GARfIELD )
w
" Soils Test HolP
~ Dro.lno.91? Direction
® Septic TMk Lio
OV NfR/APPI TCANI
Bl6 R ENTERPRISES, LLC
C/0 ROBERT REGULSKI
P.O. BOX 9
RffLE, CO. 81650
970-625-2410
4TIORNEY
,.
THE FOREGOING DEDICATION VAS ACKNOVLEDGED BEFORE ME " THIS ________ DAY or
___________________ ,A.D. 20 ____ , BY ROBE~/ M. REGULSKI, MANAGE:R , BIG R ENTERPRISES, LLC.
MY COMMISSION £XPIR£.S -~-----~-~-C-----'---"~~c-~---------------·. ·
• '· 'VITNESS MY HAND ,AND SEAL
.. r .. L·::i jr ~:;; :: 2 l 77-lll-00-390
Rlcho.rd N. Casey
P .O. Bbx 1815
Rifle, CO.
': I J' \ ,l ~ ,:-;. : •
--------------------------------NOTARY PUBLIC
81650 BARB CLIFTON
STUVER, LEMOINE
P.O. BOX 907
RIFLE, CO.
AND CLIFTON, P.C. " DYNER' BIG R ENTERPRISES, LLC
81650
625-1887
5370
DIRECTION DISTANCE s 25•34•35• £ 106.19'
S 25°34'35' E 106 .16'
34.72'
N 11'10'52' Y 34.72'
68,42'
N77°33'52''W 71.26
S5Y00'55"W 113.54
S04"07'3D'W 25.03
559·37'5o'W 112.11
N89'32'53'W 290.71
N89'09'1 7'W . 142.50
NB9 '09'17'W 117.57
NB9'32'53"N 290.93
NB9'09'17'W 134.76
N34'51'01'W 63.81
S84'54'50'W 100.43
N89'09'17"N 109.78
N34'51'0 1'W 44.33
ss4·54•5o'W 90.08
N87°31 '08'W 70.28
NB7 '31 '08"11 70.54
BEARING DELTA
N 18'"22' 431 W 14°23'42'
N 1s·22•43• Y s os•21'21· E 11"39'03'
S 06 •35•15• E 09°ll'l5'
s 00·22·2s• y 43•06'30'
s 35"48'20 ... "' 46.01 '41 '
S 35°32'22' E
PLAT NIJTES '
. . . . ::.
BY'-----~------------:_--'_:----~--~
PETER VAN DDMELEN -MANAGER
STATE Of COLORADO ·
S.S.
COUNTY OF GARFIELD )
" • . I • • • • H ' ~·'1 •
...
THE FOREGOING DEDICATION \/AS ACKNOIJLEDGED BEPORE ME THIS ______ c_ DAY OF
-----------~-------•A.D. 20 ____ , BY PET£R VAN DOMELEN, MANAGER, BIG .R ENTERPRISES, LLC.
MY COMMISSION EXPIRES -----------------------------------------·
YITNESS MY HAND AND SEAL
--------------------------------NOTARY PUBLIC
D INDIVIDUAL CITY IJF RIFLE WATERSHED PERMITS SHALL. BE REQUIRED FIJR ALL NEV USES ON
ALL LIJTS AND A CIJPY IJF THE CURRENT AND SITE SPECIFIC PERMIT SHALL BE SUBMITTED WITH
ANY NEV APPLICA TllJNS FIJR A BUILDING PERMIT.
2) THE OWNERS IJF ALL LIJTS ·SHALL _BE PROHIBITED FRIJ_I{ CONSTRUCTING DR USING ANY EXISTING
STRUCTURES FIJR ANY DVELLJNG USES. THIS RESTRICTION IS DETAILED ' IN THE LIJT OWNER'S
ASSIJCIATJDN 'DECLARATIIJNS IJF CIJVENANTS, CONDITIIJNS AND RESTRICTllJNS' AS SUBMITTED AS
PART IJF THIS FINAL PLAT. , THE DIJCUMENT PROVIDES THAT FUTURE RESIDENTIAL USE IS PIJSS!BLE
ON SPECIFIC LDT<Sl WITH APPROVAL OF THE BDCC PURSUANT TD A RE -SUBDIVISION PROCESS
INCLUDING PRELIMINARY AND FINAL PLATTING WI TH APPROVAL OF A VATER SUPPLY PLAN,
PAYMENT OF SCHIJDL IMPACT FEES, REVIEW OF TRAFFIC IMPACTS AND ALL OTHER REVIEW
REQUIRED BY THE LAND USE CODE IJF GARFIELD COUNTY THEN IN EFFECT.
3l ALL ISDS SYSTEMS MUST BE DESIGNED BY A COLIJRADIJ REGISTERED PRIJFESSllJNAL ENGINEER.
4> EACH NEV BUILDING SHALL BE REVIEWED AT THE BUILDING PERMIT PHASE TD EVALUATE ANY
ADDITllJNAL FIRE PROTECTION . REQUiREMENTS AND ND PERMIT V!LL BE ISSUED VITHDUT A RIFLE
FIRE PRO TECTION DISTRICT APPRIJVAL LETTER.
5) SITE SPECIFIC GEIJTECHNICAL STUDIES SHALL BE CONDUCTED FIJR INDIVIDUAL NEV LDT
DEVELOPMENT AND A COPY OF EACH PERTINENT STUDY SHALL BE INCLUDED AS A PART OF ALL
NEV BUILDING PERMITS APPLJCATllJN. ' ...
6) THE MAXIMUM LIJT CIJVERAGE FIJR ALL COMMERCIAL USES SHALL BE EIGHTY-FIVE PERCENT (857.).
7) ALL STREETS ARE Tll BE DEDICATED TD THE PUBLIC, ARE NIJT PRIVATE, AND SHALL BE
MAINTAINED BY THE LIJT OWNER 'S ASSOCIATION AS DETAILED JN THE DECLARATION IJF COVENANTS.
8J ALL PERMISSIBLE COMMERCIAL ESTABLISHMENTS IN THIS DISTRICT SHALL BE ALLDIJED WHEN
THESE FIJUR (4J REQUIREMENTS ARE OBSERVED ' .
Al ALL FABRICATJIJN, SERVICE AND REPAIR DPERATllJNS ARE .CONDUCTED VITHJN A BUILDING.
B) ALL STIJRAGE MATERIALS SHALL BE WITHIN A BUILDING CIR IJBSCURED BY A FENCE.
CJ ALL LIJADING AND UNLIJADING OF VEHICLES JS CIJNDUCTED ON PRIVATE PROPERTY.
DJ Nil DUST, NOISE, GLARES DR VIBRA T!DN rs PROJECTED '.-BEYOND THE LIJT
D ALL LDT OWNERS SHALL MAINTAIN THAT ALL IJUTDIJIJR LIGHTING SHALL BE DIRECTED
DIJIJNVARD AND INWARD.
~J AS EACH NEV BUILDING PERMIT rs SUBMITTED TD THE GARFIELD COUNTY BUILDING AND
PLANNING DEPARTMENT, EACH LIJT OWNER SHALL ALSO SUBMIT THE MIJST RECENT UP-Tll-DATE
'CIJUNT IJF THE ACTUAL AVERAGE DAILY TRIP ANALYSIS' AS REQUIRED TD BE DETERMINED BY THE
L IJT OIJNER'S ASSOCJATllJN AND APPROVED BY THE CIJLDRADIJ DEPARTMENT IJF TRANSPORTATION AT
VARllJUS INTERVALS THRDUGHIJUT THE DEVELOPMENT OF THE LOTS IN THE SUBDIVISJIJN. THIS
REQUIREMENT IS DESCRIBED IN THE ACCESS AND UTJL!TJES/CDDT PERMIT CIJMPLJANCE SECTION IJF
THE DECLARA TJIJN IJF THE COVENANTS, CONDITllJNS AND RESTR!CTllJNS FIJR THE BIG-R CIJMMERCIAL
PARK .
JO> THE TOTAL AREA OF NON-RESIDENTIAL fLOOR SPACE \JILL BE GOVERNEND BY THE LOT COVERAGE REQUIREMENTS
OF THE GARFIELD COUNTY ZONE DISTRICT REGULATION IN EFFECT AT THE TIME OF THE BUILDING PERMIT
APPLICATION. THEN NUMBER OF Off-STREET PARKING SPACES SHALL BE THE MINIMUM NUMBER PER
COUNTY ZONE REGULATIONS AT THE TIME OF BUILDING PERMIT APPLICATION.
'. -·' .. ,. \". -.. "'-' ...
GARflfLD COUNTY CLERK AND RECORDER'S CERTifICATf
THIS PLAT VAS FILED FOR RECORD JN THE OFFICE OF THE CLERK AND RECORDER OF
GARFIELD COUNTY AT ----------O'CLOCK ___ M., ON THE ----------DAY OF
---------------------' A.D. 20 ____ , AND rs DUL y RECORDED IN" BOOK -----· PAGE ------• RECEPTION NO. ______________ .
----------------------------------------CLERK AND RECORDER
BY'----------------------------------------
DEPUTY
COUNTY SLJRVEYQR'S CfRIIfICAIE
APPROVED fOR CONTENT AND . fORM ONLY AND NOT THE ACCURACY OF SURVEYS,
CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S., 38-Sl-101 £T. SEQ ,
B~ . -.
-GARfitlD-cau~rrY-SURVEYOR ___________ _
DATE'-------------------------------
LIEN HfH DER'S C[RifEICATE
THE UNDERSIGNED, BEING THE BENEFICIARY OF A DEED OF TRUST UPO N THE REAL PROPERTY 'w'HICH
IS PLATTED AND SUBDIV1DE'D AS SHD\rJN UPON THIS PLAT , DOCS HEREBY CERTIFY Tf.I AI IT HAS
REVlE\JED THIS PLAT AND BY IHJS CERTIFICATION DOES HEREB Y CONSENT IC SAID SUBDIVISION . :
AND TD THE RECORDING THEREOF AND TD ALL DED!CATJONS MADE BY. AND UPON THIS PLAT AS
STATED IN THE CERTIFICATlDN OF DEDICATION AND DW'NERSHJP AND DOES HEREBY SUBORDINATE
ANY INTERE'ST . IN AND TO THE PROPERTY SUBJECT IO SUCH DEDICATIONS TO THE: ENTITIES ID
\JHICH SUCH DEDICATIONS ARE MADC .
DATED THIS AY OF ______________ 20. ____ _
IlTLE,_ ----------------
THE FOREGOJNG DEDICATION 'WAS ACKND\r'LEDGED . BEF"ORE Mt THIS'---.,,,,.-~--"AY OF
-,--------------,A.D •. zo. ___ ~ BY-------------
MY COMMISSION EXPIRES~·--------------~
WITNESS MY HAND AND SEAL
NOT ARY PUBLIC
SURVEYOR'S CfRTifIC ATf
I, SAMUEL D. PHELPS, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED
UNDER THE LAVS OF THE STATE OF COLORADIJ, THAT THIS PLAT rs A TRUE, CORRECT AND COMPLETE
PLAT or THE 'BIG R COMMERCIAL PARK SUBDIVISION', COUNTY OF GARFIELD, STATE OF COLORADO,
AS LAID OUT, PLATTED, DEDICATED AND SHOIJN HEREON, THAT SUCH PLAT YAS MADE f"ROM AN
ACCURATE SURVEY or SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOYS
THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS or SAID . SUBDIVISION AS
THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE YlTH APPLICABLE REGULATIONS GOV£RN1NG
THE SUBDIVISION OF LAND.
SAMUEL D. PHELPS
COLORADO LICENSED PROFESSIONAL
LAND SURVEYOR # 27613 .
FOR AND ON BEHALF OF SURVCO, INC.
SURVEYORS' NQTES
j) BEARINGS AS SHOYN HEREON ARE BASED UPON THE SOUTH LINE OF THE NORTHE•ST 1/4 or SECTION 11
AS BEARING S.88°58'05'E. BY MEANS or RTK GPS OBSERVATION.
MONUMENTATION 'BEING .POUND IN THE f!ELD AS INDICATED HEREON.
2> THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS LAND SURVEYOR TO DISCOVER EASEMENTS
OR OTHER ENCUMBRANCES OF RECORD . ALL INFORMATION PERTAINING TO OIJN£RSH!P, EASEMENT AND
OTHER ENCUMBRANCES .OF RECORD HAS BEEN TAKEN FROM A TITLE INSURANCE COMMITMENT ISSUED BY
COMMDNVEAL·TH TITLF: COMPANY OF GARFIELD COUNTY, INC,, T!TlE INSURANCE COMMITMENT ORDER NO. 0311047, EFFECTIVE DATE NOVEMBER 20, 2003. .
NDTICE1
ACCORDING TO COLORADO LAY YOU ~ COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT
IN THIS SURVEY MAP W'ITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN ND EVENT, MAY
ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY MAP BE COMMENCED MORE THAN TEN YEARS FROM THE
DATE or CERTIFICATION SHOIJN HEREON.
SurvCo, Inc.
RTK GPS and Conventional Land Surveying Services
. 826-1 /2 Grand Avenue
Post Office Box 2782
Glenwood Springs, CO. 81602-2782
Phone: (970) 945-5945 Fax: (970) 945-5946
Email: survco@ecrthllnk.net
"fl ~
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PO Box 1301 _ '-._ COLORADO
Rifle, CO 81foO ~.._,RIVER
Tel 970-625_-49_33 ~· Engineer in g
Fax 970-62)-4)64 --~
Civil Engineering
•WaterRigflts, Augmentation Plans •Groundwater, Well Permitting
•Hydrology, Rood Plain Analysis •Canals, Pipelines, Dams
Point of Concentration Map
File Nan1e: GenLocMap.dwg Job No: 600 Client
Drawn by: BB Aprvd by: CM Date: April 8, 2004 BigR
I ~ I
,/
v I
DRAINAGE"" I
I
I
. __ ..... -.--~--1-·
PROPERTY
BOUNDARY I
I
<;== --:: -. ·-,/ /J. ,, ...
'/
I
DRAINAGE GULLY
I
.~REAH
16.3AC
. PROPERTY ......------f---------j/ -<-~BOUNDARY AREA H4
20.0AC
'/
I
,/ (
PT. OF CONCENTRATION
l 00 YR. FLOW, l 0.4 CFS
4REAH2
10.6AC
/
. r~~~~.·.·.·.: ... :J),~:~
,/ • Q,~-.·.·· .\
/ARE ,,_:;..-·
~ 4.8······.····.·.·.··· ·~··.· .<''"-' ·<!' . . PT. OF CONCENT~ATION / ·•"· · l 00 YR. FLOW, l 2.9 CFS
PTjoFCONCENTRATION / ••. ~ '~~24"::~~E~~v::(/Etl.
1 00 YR FLOW, 6.7 CFS /
w 18" CULVERT (EX)/ ~z\ 3\·~
I / / \18" CULVERT (EX)
PT. OF CONCENTRATION
100 YR. FLOW, 3.3 CFS
// J 127 24"CULVERT(E)() ·~ / .. /\.. WIDE DRAINAGE PATH BETWEEN HWY & RAILROAD
\._DRAINAGE PATH ON NORTH SIDE OF HWY
./
/
./
PO Box 1301 ··""'"" COLORADO
Rifle, co 81650 ~RIVER
Tel 970-625-4933 ~~· ENGINEERING
Historic Drainage
Fax 970-625-4564 -~
/
f
I
Civil Engineering
1 Water Rights, Augmentation Plans 1 Groundwater, Wei! Permitting BigR
File Name: Drainage.dwg Job No: 600 Client:
•Hydrology, Flood Plain Analysis 1 Canals, Pipelines, Dams Drawn by: BB Aprvd by: CM Date: May 12, 2004
HGUliNOl
f
!
DRAINAGE"' . I
I
I
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·--------.. ---
"
LOTS2-9+
: AREA 21.6 ACRES-J----------1
1
-~·-------7"/
DRAINAGE GULLY 'j I ·/
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POINTA i I
AREAD3
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FLOW TO OFFS/TE
1 0.4 CfS HIST.
3.0CFS DEV.
20.5 ACRE:.d ·' ,:··· & • -"'
----'? \ ~·
Two 18" CULVfRTS
AREALls :• (NEW) . \
d, rn· c"~":"~c:: :~ d c"'":i~t;:~;:;~~~ W'
\j/ 6.7 CFS HIST.-...... 0'.' \~ \_ 16.2 CFS DEV.
I ':~;;rt " l,, .. ~~,:::ffi~ I
I 1:::: k:::. \ 3.3 CFS HIST. I
,..Y t 6. 1 CFS DEV. /
:::-/ ~ WIDEDRAINAGEPATHBETWEENHWY&RAILROAD /
DRAINAGE PATH ON NORTH SIDE OF HWY /
/
PO Box 1301 '-. COLORADO
Rifle, co 81650 ~,~RIVER
Tel 970-625-4933 ~-ENGINEERING
Culvert Contributing Areas
Fax 970-625-4564 -~
Civil Engineering
1 Water Rights, Augmentation Plans 1 Groundwater, Well Permitting
•Hydrology, Flood Plain Anal}lsis 1 Canals, Pipelines, Dams
File Name: Drainage.dwg Job No: 600 Client: 1----~..:,c:;;;.:::o:c:...,,__-i:c::.;.=.-c-'-C--~~
Drawn by: BB Aprvd by: CM Date: July I, 2004 BigR
Appendix A
Historic Conditions Hydrology Calculations
6
P.O. Box 1301, 136 E. 3rd
Rifle, CO 81650
~---.J __ J_ !.----: f 1--rtrrv• 1, I . I
Tel 970-625-4933
Fax 970-625-4564
' '.
Date 3/1&/ocf
Job No. /O(J() ~~~~-----
Job Name~'------
0 escri pti on /itr-Yt3'1'/ f'. -Dra.r'rvn>.P
Page __ of __
L. --· !
'L: :. J ~ ! i hi J ir ffi'i , i-;~ ~ .~.S:4; ___ ,_.'fl'$.k'1f@.c •_llJl i . .
~w~~tt~q't 'J~1 ~f~~~~t~(7J1 111~.w~ts D -' '
-_ .. '.
\/]
\,j
\]J
R!FLE ARE;\ COLOR/1,DQ
harvestin_g. The low avai!able water capacity affects sur~
viva! of seedlings.
~~ule deer, snowshoe hare, and some biue grouse find
habitat on this soil.
Community development is severely limited by shailow
depth to bedrock and very steep slopes.
This soil is in capability subclass VIie, nonirrigated.
38-lrigul-Starman channery loams, 5 to 50 per-
cent slopes. This complex is on ridge crests and moun-
tainsides. Elevation ranges from 7,800 to 9,000 feet. The
soils formed in residuum from sandstone and marlstone.
The average annual precipitation is about 20 inches, the
average annual air temperature is about 40 degrees F,
and the average frost-free period is less than 75 days.
The lrigul soil makes up about 55 percent of the unit,
and the Starman soil makes up about 30 percent. The
lrigul soil is on mountainsides and the less windswept
parts of the landscape, and the Starman soil is on ridge
crests.
The lrigul soil is shallow and well drained. Typically,
the surface layer is grayish brown channery loam about
6 inches thick. The underlying material is yellowish
brown extremely channery sandy clay loam about 11
inches thick. Hard, fractured sandstone is at a depth of
17 inches.
Permeability of .the lrigul soil is moderate, and availa-
ble water capacity is very low. Effective rooting depth is
1 O to 20 inches. Surface runoff is medium, and the
erosion hazard is slight.
The Starman soil is shallow and well drained. Typical-
ly, the surface layer is brown, calcareous channery loam
about 3 inches thick. The underlying material is very pale
brown, strongly calcareous extremely cliannery loam.
Bedrock is at a depth of 13 inches.
Permeability of the Starman soil is moderate, and
available water capacity is very low. Effective rooting
depth is about 10 to 20 inches. Surface runoff is
medium, and the erosion hazard is slight.
Included with these soils in mapping are small areas of
Parachute soils in small depressions. These areas make
up about 5 to 15 percent of the map unit.
' These soils are used mainly for limited grazing and
wildlife habitat.
The native vegetation on the lrigul soil is mainly
wheatgrass, bluegrass, mountainmahogany, and service-
oerry. The naiive vegeiation on the Starman soil is
mainly wheatgrass, penstemon, goldenweed, and buck-
wheat.
When range condition deteriorates, !orbs and low
growing shrubs increase. Properly managing grazing
maintains and improves range condition.
Mule deer, wild horses, snowshoe hare, and blue
qrouse find habitat on these soils.
Community development is limited by steep slopes
'.nd shallow depth to rock.
25
This complex is in capability subclass \/Jle, nonirrlgat-
ed.
39-Jerry loan1, 12 !o 50 percent slopes. This deep,
well drained, strongly sloping to sieep soil is on moun-
tainsides. Elevation ranges from 7,000 to 9,500 feet. This
soil formed in alluvium derived from sandstone, shale,
and basalt. The average annual precipitation is about 20
inches, the average annual air temperature is about 41
degrees F, and the average frost-free period is less than
75 days.
Typically, the surface layer is dark grayish brown loam
about 3 inches thick. The subsoil is yellowish brown and
light brown cobbly clay loam about 37 inches thick. The
substratum is lighi brown cobbly clay to a depth of 60
inches.
Included with this soil in mapping are small. areas of
Tanna and Dollard soils at lower elevations. These areas
make up 5 to 10 percent of the map unit.
Permeability is slow, and available water capacity is
high. Effective rooting depth is 60 inches or more. Sur-
face runoff is slow, and the erosion hazard is modeiate.
This soil is used mainly for limited grazing and wildlife
habitat.
The native vegetation on this soil is mainly Gambel
oak, bromes, and elk sedge.
When range is in poor condition, Kentucky bluegrass,
undesirable weeds, and annual plants are numerous.
Properly managing grazing maintains and improves
range condiiion.
Mule deer, elk, blue grouse, gray squirrel, and wild
turkey find habitat on these soils.
Community development is limited by high shrink-swell
potential, steep slopes, and low strength; Building sites
and roads need good drainage. This soil slumps when
saturated or if cut deep.
This soil is in capability subclass VIie, nonirrigated.
40-Kim loam, 3 to 6 percent slopes. This deep,
well drained, gently to sloping soil is on alluvial tans and
benches. Elevaiion ranges from 5,000 to 6,000 feet. This
soil formed in alluvium derived from shale and sand-
stone. The average annual precipitation is about 12
inches, the average annual air temperature is about 46
degrees F, and the average frost-tree period is aboui
125 days.
Typically, the surface layer is yellowish brown or lighi
yellowish brown loam about 17 inches thick. The under-
lying material is light brownish gray loam io a depth of
60 inches. In places the underlying materia! is siratilied
with fine sandy loam.
Inducted with this soil in mapping are small areas of
Arvada and Olney soils that have siopes of 3 to 6 per-
cent. These areas make up 5 to 15 percent of the rnap
unit.
Permeability is moderate, and available water capacity
is high. Effective rooting depth is 60 inches Oi more.
I
I
26
Surface runoff !s sio\~, and the erosion hazard ls moder-
ate.
This soil is used mainly 7or crops, hay, and pasture.
.Alfalfa, smail grains, and grass or grass-legume mixtures
are grown.
This soil Is irrigated by flooding or furrows. Sprinklers
are also suitable. Drop structures in ditches contio/ water
'and orevent excessive ditch erosion.
The native vegetation on ihis soil is mainly wheat-
qrasses, needleandthread, and sagebrush.
When range condition deteriorntes, forbs and shrubs
:,ncrease. When the range -is in poor condition, undesira-
ble weeds and annual plants are numerous. Properly
nanaging grazing maintains and improves range condi-
;ion. Reducing brush improves the range. Seeding im-
~roves range in poor condition. Crested wheatgrass,
;1estern wheatgrass, and Russian wildrye are suitable ior
seeding. Preparing a seedbed and drilling the seed are
~'ood practices.
1 Cottontail rabbit, ground squirrel, and pheasant find
nabitat on this soi!.
1 Use of this soil for community development and as a
~Qurce of construction material is limited by low strengih.
·'This soi! is in capability subclasses Ille, irrigated. and
., fc, nonirrigated.
l4i-Kim ~cam, 5 to i2 percent slopes. This deep,
"'l'il drained, moderately sloping to rolling soil is on allu-
~·dl fans and benches. Elevation ranges from 5,000 to
-?00 feet. This soil formed in alluvium derived from
shale and sandsione. The average annual precipitation is
, -~out 12 inches, the -average annual air temperature is
ri.....out 48 degrees F, and the average frost-free period is
a.uOut 125 d'ays.
Typically, the suriace layer is yellowish b;own or light
yellowish brown loam about 17 inches thick. The under-
!,,, 1g material is light brownish gray loam to a depth of
pn ,inches. In places the urideriying material is stratified
\NTcn fine sandy ioam.
1cluded vvith ·this soil in mapping are sma/! areas of
Arvada and Potts soils that have siopes of 6 to 12
p ..... cant. These areas make up 5 to 15 percent of the
rr / unit
~errneability is moderate, and available ·water capacity
s ,igh. Effective rooting depth is 60 inches or more.
31 ,..::.ace runoff is slo¥v, and the erosion hazard is moder-
;b.
-·1is soil is used mainly for crops, hay, and pasture.
\!falfa, small gra.inG, and grass or grass-fegurne mixtures
tr_ Jrown.
...,..,is soH is irrigated by flooding and furrows. Sprinklers
re also suitable. Drop structurss in irrigation ditches
c ·o/ \Vater and prevent excessive ditch erosion. t<eep-
IQ the soil l_n hay or pasture at !east three-iourths of th9
:Tt ... helps to controi eros!oil.
-· ~ native vegatation en this so\! is maln!y \vhsat-
·ass, need!eandthread, and sagebrush.
SOIL SURVEY
Vv'hen range condition deteriorates, iorbs and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual p!ants are numerous. Properly
managing grazing maintains and improves range condi-
tion. Reducing brush improves the range. Seeding im-
proves range in poor condition. Crested wheatgrass.
western \.Vheatarass, and Russian wi!drye are suitable for
seeding. Preparing a seedbed and drilling the seed are
good practices.
Cottontail rabbit, ground squirrel, and pheasant find
habitat on this soi!.
Use of this soil for community development and as a
source of construction mat?rlal is limited by iow strength
and steep slopes.
This soil is in capability subclasses !Ve, irrigated, anl'l
Vie, nonirrigated.
42-Lamphier ioam, 15 to 50 percent slopes. This
deep, well drained, steep soil is on fans and mountain-
sides. Elevation ranges from 7,500 to 10,000 ieet. This
soil formed in residuum from sandstone and shale. The
average annual precipitation is about 21 inches, the
average annual air temperature is about 40 degrees F,
and the frost-tree peilod is less than 75 days .
Typically, the surface layer is dark brown loam about
30 inches thick. The ·underlying material is reddish browri
and dark reddish brown loam to a depth of 60 inches.
Included with this soil in mapping are small areas of
Almy soils and Rock outcrop. The Almy soils are at
iovver elevations. These areas make up 5 to 10 percent
of the map unit.
Permeabiiity is moderate, and available \.Yater capacity
is high. Eifective rooting depth is SO inches or more.
Surface runoff is sfo\rv, and the erosion hazard is siight.
This soil is used mainly foi grazing, wifdlife habitat, and
iecreation.
The native vegetation is aspen and an understo;y of
biomes, elk sedge, wildrye, wheatg;ass, peavine, coium-
bine, sno\1Vberry, serviceberry, and chokecherry.
VI/hen the understory vegetation deterioiates, forbs,
shrubs, and Kentucky bluegiass increase. Properly man-
aging grazing maintains and improves the understory
vegetation.
This soil is suited to production of quaking aspen. it
can produce 4i050 cubic feet of vvood per acrs or 6,800
boar.d feet of timber f;om a fu!!y .stocked, even-aged
stand of 80-year-oid trees. At the present there is no
commerciaf harvest of the aspen. Stesp slopes affect
harvesting, and spec\a! attention ls needed to r9duce soil
l·Jss during harvest.
r;-1u1e dser1 elk, blue grouse, and .snovvshoe rabbit find
habitat on this soi!.
Septic tank filter fields, community development, and
roads are Hmitsd by steep siopes. Surface runoff from
snoi..vmeit incrsasss the srosion hazard on cuts and fi!is.
-Seeding reduGes the erosion h8zard. Roads can be de-
Bisk of ·corroST'Ori'""" So1l name and
map symbol
I Hydro-·\ \ \ Potential ,
! logic frequency Duration ~onths I Depth : Months Depth Hardness frost Uncoated \Concrete
lgroup J I action steel +---~~~~·~~~~--;,C-"'-'-'~-;-~~~~~--;-~~~~~r-~-~-...;c--.,F~t~---;~~~~~-r-~-I~n=-~-t-~~~~---;~~~~~--r~~~-:
: ' 39----------------l C None-------->6.0 >60 Moderate---High-----\Moderate.
?
Jerry (.?"7\ \
ll~im 111------------~"-~ None-------->6 .0 >60 Low--------High-----1 Low,
' : Q2----------------I B None-------->6.0 >60 Moderate---High-----!Low.
Lamphier I 1
r :
Q3----------------i C None-------->6.0 >60 Low--------High-----!Moderate •
. Limon \ 1
' ' ' ' q1J----------------t B None-------->6.0 >60 Moderate---Mo~erate /Low.
Mor val f 1
' ' ' ' ll5*: J
Morval-----~-----1
' ' Tridell----------1 :
lj6, 117------------1
!~ihill :
' ' 118----------------J
Nort!1water i
:
Q9, 50, 51--------l
Olney \
' 52----------------l
Parachute f
' ' 53*: 1
Parachute--------! :
Rhone------------l :
54, 55, 56--------I
Potts \
' ' 57*, 58*, 59*: !
B
B
B
B
B
0
B
B
B
Potts------------l B
' ' Ildefonso--------\· B
' ' 60 I 61------------1 B
Hbone ~
62*:
flock outcrop.
Torriorthents.
None--------
None--------
None--------
None--------
None-..:. ______
Hone---·-----
None--------
None--------
None--------
None,--------
None--------
None--------
See footnote at end of table.
>6.0
>6.0
>6.0
>6 .0
>6.0
>6.0
>6.0
>6 .o
>6.0
>6. 0
>6.0
>6.0
' ' >60 Moderate---Moderate :r.ow.
' ' >60 Moderate---High-----\Low.
' ' >60 Moderate---Migh-----!Low.
' ' ' ~0-60 Hard Moderate---Moderate lLow.
' ' ' ' >60 Low--------Moderate /Low,
' ' ' ' 20-l!Q Rippable Moderate---Moderate \Low.
' '
20-'10 Rippable Moderate---Moderate \Low.
: 00-60 Rippable Moderate---Moderate )Low.
' >60 Low--------' High-----lModerate.
: :
' >60 Low--------' High-----I Moderate.
' >60 Low--------' High-----: r~ow.
' ll0-60 Rippable Moderate---' Moderate I Low.
' ' ' '
., ,.,
1::;;
)>
JJ m
}>
8 r
0
JJ
)>
0
0
tmp#205
sheet Flow
Description .................... .
Manning's n .. .. .. .. . .. .. .. .. .. .. 0.1700
Flow Length ....... .............. 150.0000 ft
Two Yr, 24 hr Rainfall . . . . . . . . . . 2.4000 in
Land Slope ................ , . ... . 0.0130 ft/ft
Computed Sheet flow time ....................... > 0.3425 hrs
shallow Concentrated Flow
Description ..................... Area Hl
Surface ......................... unpaved
Fl ow Length .. .. .. .. .. .. .. .. .. .. . 1000. 0000 ft
Watercourse Slope . ......... ..... 0.0130 ft/ft
Ve 1 oci ty . . . . . . . . . . . . . . . . . . . . . . . . 1. 8396 fps
computed shallow flow time ..................... > 0.1510 hrs
channel Flow
Description .. .. .. .. .. .. .. .. .. .. . area Hl
Fl ow Area . . . . . . . . . . . . . . . . . . . . . . . 3. 5000 ft2
Wetted Perimeter . .. .. .. .. .. .. .. . 5. 0000 ft
Fl ow Length .. .. .. .. .. . .. .. .. .. .. 500. 0000 ft
channel slope . . .. .. .. .. .. .. .. .. . 0.0100 ft/ft
Manning's n ..................... 0.0350
Hydraulic radius . .. .. .. . .. .. .. .. 0. 7000 ft
Velocity ...... .. .. .. .. .. .. .. .. .. 3.3472 fps
Computed Channel flow time ..................... > 0.0415 hrs
***************************
Total Time of Concentration ......................... > 0.5350 hrs
****************************
Page 1
tmp#206
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
rni ti al abstraction, Ia ........ .
ra/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q •..•..•.....•...••.•••.
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area Hl
Type II
1 year
2.4000 in
16.3000 ac
81
0.5350 hrs
0.0000 % of Area
0.4691 in
0.1955
468. 634~ csm/i n 1 . "/ fl-t3
0.8718 inxrloo.r =501t1/ < 1.0000 v
10.4053 cfs
Page 1
tmp#207
sheet Flow
Description ..................... Area H2
Manning's n . . . . . . . . . . . . . . . . . . . . . 0 .1700
Flow Length..................... 150.0000 ft
TWO Yr, 24 hr Rainfall . ......... 2.4000 in
Land slope . . . . . . . . . . . . . . . . . . . . . . 0.0130 ft/ft
computed sheet flow time ....................... > 0.3425 hrs
shallow Concentrated Flow
Description .................... .
surface . . . . . . . . . . . . . . . . . . . . . . . . . unpaved
Fl ow Length . . . . . . . . . . . . . . . . . . . . . 1200. 0000 ft
watercourse Slope .......... ..... 0.0130 ft/ft
velocity . . . . . . . . . . . . . . . . . . . . . . . . 1.8396 fps
computed shall ow fl ow ti me ..................... > 0. 1812 hrs
channel Flow
Description .................... .
Fl ow Area . . . . . . . . . . . . . . . . . . . . . . . 5. 0000 ft2
wetted Perimeter................ 3.0000 ft
Flow Length . . . . . . . . . . . . . . . . . . . . . 330. 0000 ft
channel slope . . . . . . . . . . . . . . . . . . . 0.0110 ft/ft
Manning's n ................. .... 0.0350
Hydraulic radius . . . . . . . . . . . . . . . . 1. 6667 ft
velocity . . . . . . . . . . . . . . . . . . . . . . . . 6.2596 fps
computed channel flow time ..................... > 0.0146 hrs
***************************
Total Time of Concentration ......................... > 0.5383 hrs
****************************
Page 1
tmp#208
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge~ qu ........ .
Runoff, Q •••••••••••••••••.•••••
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............ ..
Area H2
Type II
1 year
2.4000 in
10.6000 ac
81
0.5383 hrs
0.0000 % of Area
0.4691 in
0.1955
467. 0793 csm/i n . .Lh
0.8718 in L"'/O ,_ ::; -z3~/(j fr,,-1.0000 "'\' <l!JO( J
6. 7441 cfs
Page 1
tmp#209
Sheet Flow
---~~;~~i~tion . . . . . . . . . . . . . . . . . . . . . Area )*Z"~;.,
Manning's n .......... ,,......... 0.1700
Flow Length .. . . .. .. .. .. .. .. .. .. . 150.0000 ft
TWO Yr, 24 hr Rainfall ........ .. 2.4000 in
Land slope .. . . . . . . .. .. . . . . . .. . . . 0.0130 ft/ft
computed sheet flow time ....................... > 0.3425 hrs
Shallow concentrated Flow
oescri pti on .................... .
surface . . . . . . . . . . . . . . . . . . . . . . . . . unpaved
Fl ow Length . . . . . . . . . . . . . . . . . . . . . 890. 0000 ft
watercourse slope . . . . . . . . . . . . . . . O. 0130 ft/ft
ve 1 oci ty . . . . . . . . . . . . . . . . . . . . . . . . 1. 8396 fps
computed sha 11 ow fl ow ti me ..................... > O .1344 hrs
***************************
Total Time of Concentration ......................... > 0.4769 hrs
****************************
Page 1
tmp#210
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Ra i nfa 11 di st ri but ion .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN .••.••.••
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q .••.•..••.••.••••••..•.
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area H3
Type II
1 year
2.4000 in
4.8000 ac
81
0.4769 hrs
0.0000 % of Area
0.4691 in
0.1955
498.2568 csm/in 7
0.8718 in)( u 11 = I C{f10 f_t.,;-1. 0000 -,, Uo:c ::,; 0 I rt
3.2578 cfs
Page 1 I
I
I
I
Worksheet
Worksheet for Trapezoidal Channel
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
untitled.fm2
offsite channel area H4
Trapezoidal Channel
Manning's Formula
Discharge
Mannings Coefficient
Channel Slope
Depth
0.030
0.011000 ft/ft
1.00 ft
Left Side Slope
Right Side Slope
Bottom Width
Results
Discharge
Flow Area
Wetted Perimeter
Top Width
Critica I Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow is subcritical.
o .... ,J71D4
0"""1:13 AM
4.000000 H : V
4.000000 H : V
1.00 ft
17.24 cfs
5.00 ft'
9.25 ft
9.00 ft
0.91 ft
0.016992 fUft
3.45 fUs
0.18 ft
1.18 ft
0.82
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
F!owMaster v5.15
Pa9e 1 of 1
tmp#211
sheet Flow
---~;~~~i~tion ..................... Area}!C' t\lf
Manning's n .. .. .. .. .. .. .. .. .. .. . 0.1700
Flow Length ................. .... 150.0000 ft
TWo Yr, 24 hr Rainfall ... ....... 2.4000 in
Land slope...................... 0.0130 ft/ft
computed sheet fl ow ti me ....................... > O. 342 5 hrs
shallow concentrated Flow
Description .................... .
surface . . . . . . . . . . . . . . . . . . . . . . . . . unpaved
Fl ow Length . . . . . . . . . . . . . . . . . . . . . 1050. 0000 ft
watercourse slope . . . . . . . . . . . . . . . 0. 0130 ft/ft
velocity .. .. .. .. .. .. .. .. .. .. .. .. 1.8396 fps
Computed Shallow flow time ..................... > 0.1585 hrs
channel Flow
Description .................... .
Fl ow Area .. .. .. .. .. .. .. .. .. .. .. . 5. 0000 ft2
wetted Perimeter .. .. .. .. .. .. .. .. 9.0000 ft
Fl ow Length .. .. .. .. .. .. .. .. .. .. . 330. 0000 ft
channel slope .. .. .. .. • .. .. .. .. .. 0.0110 ft/ft
Manning's n .. .. .. .. .. .. .. .. .. .. . 0.0300
Hydraulic radius . . . . . . . . . . . . . . . . 0.5556 ft
Velocity ........ .... .. .. .. .. .. .. 3.5108 fps
Computed Channel flow time ..................... > 0.0261 hrs
***************************
Total Time of concentration ......................... > 0.5271 hrs
****************************
Page 1
tmp#212
Graphical Peak Discharge method
Given Input Data:
Description ..........•..........
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, TC ...... .
Pond and swamp Areas ........... .
Computed Results:
Ini ti a 1 abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q ••••••••••••••••••••.•.
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area H4
Type II
1 year
2.4000 in
20.0000 ac
81
0.5271 hrs
0.0000 % of Area
0.4691 in
0.1955 l!ltl
472.4101 csm/in _ f 3J_o I
0. 8718 in >( ;l Q a& -1.P
1. 0000
12.8700 cfs
Page 1
AppendixB
Developed Conditions Hydraulic Calculations
5
tmp#l44.txt
Graphical Peak Discharge method
Given Input Data:
Description ..................... Subject Devel.
Rainfall distribution ........... Type II
Frequency ....................... 1 year
Rainfall, P (24-hours) .......... 2.4000 in
Drainage area ...... ...... ....... 32.2000 ac
Runoff curve number, CN ......... 88
Time of concentration, Tc ....... :t..OOOai1Tr Ji.su.~,,.,...J
Pond and Swamp Areas ............ 0.0000 % of Area
Computed Results:
Initial abstraction, la ........ 0.2727 in
~~ p~~k cii~-~"t;~;9·~.'ciu0 '.1 .1 .3.6
352.9959 c.s.m/in -:: /SI, q8C/ /t-3
Runoff, Q ....................... 1.2963 in x 3:>-.3 «C
Pond and swamp adjustment, Fp ... 1.0000 , \
Peak discharge, qp .............. ,23,G22-5·-cfS' J.s r "g; <r/"
Page 1
tmp#l42.txt
Graphical Peak Discharge method
Given Input Data:
Description .. . .......... .... ... . Off-site
Rainfall distribution ........... Type II
Frequency....................... 1 year
Rainfall, P (24-hours) .......... 2.4000 in
Drainage area ................... 19.0000 ac
Runoff curve number, CN ......... 81
Time of concentration, Tc ....... 1 0000 ~rs disr,,_9 ,.,.J
Pond and Swamp Areas ............ 0.0000 % of Area
Computed Results:
Initial abstraction, la ......... 0.4691 in
la/P ............................ 0.1955
Unit peak discharge, qu .. .... ... 32_6.1 :25 cs;ntin _ '-f· . a 3 .f't 'S
Runoff, Q ....................... 0.8718 1n X 11. 'f -\(J JJ I
Pond and swamp adjustment, Fp ... 1.0000
Peak discharge, qp .............. ..S.4423 els-•l.'sr,,.,3,.,:r·el
Page 1
AppendixC
B.etention Pond Calculations
6
COLORADO
RIVER
ENGINEERING
P.O. Box 1301, 136 E. 3rd
Rifie, CO 81650
Tel 970-625-4933
Fax 970-625-4564
; I -•
-~---~--~-~--,--•-+-··-
l. ' L L._ .i ~ ___ j_
' '----~---'--.l .. 1-l.
,,
Date_?i~Y_>/t;~CJ_t/ __
JobNo~.@=··c:l=·l'.J=-~~~
Job Name·--.,~---=--r
Description ~""ten, Ptmds
Page __ of __
i--L.
_!_
;
'
~-L_ _
l ..
'
P.O. Box 1301, 136 E. 3rd
Rifle. CO 81650
: r , ____ , ____ , ""+--;--· !.
L. l----~
!.
Tel 970-625-4933
Fax 970-625-4564
, -J.. -I __
-L
1;. --'
Date_7_/ S-,--!./--"o__,_i(_
Job No .'-'-'"lo~e~o"-----
Job Name-co---~~~
Description 6,.d; rp~ Uo (,
------¥.!!</?µ...___ Page_ of __
-i r r
J_
'
'
rJNj . t .. il t /) · ,_ · ' :-r_ -/ .7l/r') / :5 cY o
· {··-\ cfl.g,53) }-eC((i'f'
, '. f,~ :,• -3~J:o / tc( & t( !.;!, ,
• f ~ ';r~.i-> )if_~(B [
.....:.--r--;. ;
L __ +---=? .--1
/$50$;
[_
sheet Flow
tmp#228 ..1 "'I -a J..-/l re;:. leit.S of.-I '
oescri pti on .................... .
Manning's n . . . . . . . . . . . . . . . . . . . . . O. 2000
Flow Length..................... 100.0000 ft
TWO Yr, 24 hr Rainfall ... ....... 2.4000 in
Land slope...................... 0.0100 ft/ft
computed sheet flow time ....................... > 18.7918 min
shallow Concentrated Flow
Description .................... .
surface ......................... unpaved
Flow Length..................... 58.9229 ft
Watercourse Slope ............... 0.0100 ft/ft
Velocity .. . . . . .. . . .. .. .. .. .. . .. . 1.6135 fps
Computed Shallow flow time ..................... > 0.6087 min
channel Flow
Description .................... .
Flow Area .. .. . .. . . . .. .. .. . . . .. . . 2. 5000 ft2
Wetted Perimeter . . . . . . . . . . . . . . . . 5. 0000 ft
Fl ow Length .. .. . .. . .. . .. .. .. .. .. 1662. 3909 ft
channel slope .. . .. . . .. . .. . .. . .. . 0.0100 ft/ft
Manning's n .. . .. . . . . .. . .. .. .. .. . 0.0350
Hydraulic radius . .. . . .. .. . . . .. . . 0. 5000 ft
velocity . . . . . . . . . . . . . . . . . . . . . . . . 2.6746 fps
computed Channel flow time ..................... > 10.3590 min
***************************
Total Time of concentration ......................... > 29.7595 min
****************************
Page 1
tmp#235
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN •••••••••
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q ••••••••••••••••••••••.
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Lots 2-9+
Type II
1 year
2.4000 in
21.6000 ac
88
0.4959 hrs
0.0000 % of Area
0.2727 in
0.1136
525.1682 csm/in
1. 2963 in 7< ;;lf, Co = :::
1.0000
22.9763 cfs
Page 1
tmp#233
TR-55 Tabular Hydrograph
Input summary
Description .................... .
Lot2-9+
Ra i nfa 11 Di st ri bu ti on .......... .
Ia/P Interpolation ............. .
Total Area ..................... .
Peak Time ..................... ..
Peak Flow ...................... .
Given Input Data:
subarea D/S subareas
Description
area
support Data:
Messages:
Area
(ac)
21. 6000
Method
Type II
off
21. 6000 ac
12.4000 hrs
23.1439 cfs
CN
88
TC
(hrs)
0. 4959
Tt Rainfall
(hrs) Ci n)
0.0000 2.4000
Info: Time of concentration rounded to 0.5000 hrs in row <1>.
Page 1
tmp#232
17.0000 hrs 0.9188 cfs
17.5000 hrs 0.8750 cfs
18.0000 hrs 0.8313 cfs
19.0000 hrs 0.7000 cfs
20.0000 hrs 0.6125 cfs
22.0000 hrs 0.5250 cfs
26.0000 hrs 0.0000 cfs
Peak Time and Flow
12.4000 hrs 23.1439 cfs
Page 2
tmp#232 /1rec. Lots ()-Cf+
TR-55 Tabular Data
area
11.0000 hrs 0.7438 cfs
11.3000 hrs 1.0063 cfs
11.6000 hrs 1.4000 cfs
11.9000 hrs 2.4938 cfs
12.0000 hrs 4.1125 cfs
12.1000 hrs 7.4376 cfs
12.2000 hrs 13.4751 cfs
12.3000 hrs 20.4314 cfs
12.4000 hrs 23.1439 cfs
12.5000 hrs 22.1814 cfs
12.6000 hrs 17.5876 cfs
12.7000 hrs 12.9939 cfs
12.8000 hrs 9.8876 cfs
13.0000 hrs 6.1250 cfs
13.2000 hrs 4.2000 cfs
13.4000 hrs 3.2375 cfs
13.6000 hrs 2.6688 cfs
13.8000 hrs 2.3188 cfs
14.0000 hrs 2.0563 cfs
14.3000 hrs 1.7938 cfs
14.6000 hrs 1.5750 cfs
15.0000 hrs 1.4000 cfs
15.5000 hrs 1.2688 cfs
16.0000 hrs 1.1375 cfs
16.5000 hrs 1.0063 cfs
17.0000 hrs 0.9188 cfs
17.5000 hrs 0.8750 cfs
18.0000 hrs 0.8313 cfs
19.0000 hrs 0.7000 cfs
20.0000 hrs 0.6125 cfs
22.0000 hrs 0.5250 cfs
26.0000 hrs 0.0000 cfs
Total Flow values
11.0000 hrs 0.7438 cfs
11.3000 hrs 1.0063 cfs
11.6000 hrs 1.4000 cfs
11.9000 hrs 2.4938 cfs
12.0000 hrs 4.1125 cfs
12.1000 hrs 7.4376 cfs
12.2000 hrs 13.4751 cfs
12.3000 hrs 20.4314 cfs
12.4000 hrs 23.1439 cfs
12.5000 hrs 22.1814 cfs
12.6000 hrs 17.5876 cfs
12.7000 hrs 12.9939 cfs
12.8000 hrs 9.8876 cfs
13.0000 hrs 6.1250 cfs
13.2000 hrs 4.2000 cfs
13.4000 hrs 3.2375 cfs
13.6000 hrs 2.6688 cfs
13.8000 hrs 2.3188 cfs
14.0000 hrs 2.0563 cfs
14.3000 hrs 1.7938 cfs
14.6000 hrs 1.5750 cfs
15.0000 hrs 1.4000 cfs
15.5000 hrs 1.2688 cfs
16.0000 hrs 1.1375 cfs
16.5000 hrs 1.0063 cfs
Page 1
Runoff of area Lots2-9+
Time Time Iner. Time Time flow Volume
(hours) (hour) (min) (sec) (els) (cu. ft.)
11 0.7438 803.304
11.3 0.3 18 1080 1.0063 1086.804 1890.108
11.6 0.3 18 1080 1.4 1512 3402.108
11.9 0.3 18 1080 2.4938 897.768 4299.876
12 0.1 6 360 4.1125 1480.5 5780.376 \ .p, f, ~ d
12.1 0.1 6 360 7.4376 2677.536 8457.912~0"6f(ow bes•"'~ rorv1 OV.
12.2 0.1 6 360 13.4751 4851.036 13308.95
12.3 0.1 6 360 20.4314 7355.304 20664.25
12.4 0.1 6 360 23.1439 8331.804 28996.06
12.5 0.1 6 360 22.1814 7985.304 36981.36
12.6 0.1 6 360 17.5876 6331.536 43312.9
12.7 0.1 6 360 12.9939 4677.804 47990.7
12.8 0.1 6 360 9.8876 7119.072 55109.77
13 0.2 12 720 6.125 4410 59519.77 ·,;v._+ftouJ .~l>Qi\d -~ 13.2 0.2 12 720 4.2 3024 62543.77
13.4 0.2 12 720 ; 3 .. 2375 i 2331 64874.77 -r7:f-B-ft 3
13.6 0.2 12 720 2.6688 1921.536 66796.31 ., olfiff'(aw frlJY'.'\ fdli Js
13.8 0.2 12 720 2.3188 1669.536 68465.84 \V . '
14 0.2 12 720 2.0563 2220.804 70686.65 I I\ {IJ<:J yr t'l/'1!1~T
14.3 0.3 18 1080 1. 7938 1937.304 72623.95 M o.X f' I GU) ;) • (,., rfs
14.6 0.3 18 1080 1.575 2268 74891.95
15 0.4 24 1440 1.4 2520 77411.95
15.5 0.5 30 1800 1.2688 2283.84 79695.79
16 0.5 30 1800 1.1375 2047.5 81743.29
16.5 0.5 30 1800 1.0063 1811.34 83554.63
17 0.5 30 1800 0.9188 1653.84 85208.47
17.5 0.5 30 1800 0.875 1575 86783.47
18 0.5 30 1800 0.8313 2992.68 89776.15
19 1 60 3600 0.7 2520 92296.15
20 1 60 3600 0.6125 4410 96706.15
22 2 120 7200 0.525 7560 104266.2
26 4 240 14400 0 0 104266.2
104266.2
600 Big R\HydroCalc.doc ,
:3 ,~ cfS / .S mo)) 1M14 h'I
po:-nd.s /11 Ot_ (00 y4'-
Table
Rating Table for Trapezoidal Channel
'POYtd Sp/!{ W<A!f s
~~~~~~~~~~~~~~
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Constant Data
untitled. fm2
Pond 2 Spillway
Trapezoidal Channel
Manning's Formula
Channel Depth
Mannings Coefficient
Channel Slope
0.035
0.020000 fVft
3.000000 H : V
3.000000 H : V
Left Side Slope
Right Side Slope
Input Data
Minimum Maximum
Bottom Width
Discharge
Rating Table
Discharge
2.00
8.00
Bottom
Width
5.00
23.00
Depth Velocity
Increment
1.00 ft
5.00 cfs
(cfs) {ft) (ft)
Lfui !2.ool 0.63
(fVs) 1{/(ft}fl.t.I bott~ widt~
--;_-_-_-..., .... ""-"" -._-_--' -,,.,, -,,,. -_ -_-_-~_,,-3=."""""'3"'"'01 _,..,_,_, Sf 1 · .:..i fl
8.00 3.00 0.54
8.00 4.00 0.48
3.zo /ar l ot 7 <& ·
3.09
8.00 5.00 0.43
13.00 2.00 0.79
113.00 rroo! a.to
13.00 4.00 0.62
2.98
.,....._-1---~--3_.7__,5 ........, <n1V/ QJl'J.111. fot1'Clfft>'!>
3.67/ · <---Jr :.J
'Jt' WI "
3.57 .Put ltJ-t 5 <'} (p
13.00 5.00 0.56 3.47
18.00 2.00 0.92
18.00 3.00 0.82 (j['§[-=rrwc 0.74=
18.00 5.00 0.67
23.00 2.00 1.03
)7107104 FlowMaster v5.15
10:07;12 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1
untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 5, 2004
================================================================================ PROGRAM INPUT DATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
FHWA Chart Number .......................................... .
FHWA Scale Number (Type of culvert Entrance) ............... .
Manning's Roughness Coefficient (n-value) .................. .
Entrance Loss coefficient of culvert Opening ............... .
culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ..•.......
Invert Elevation at Upstream end of culvert (ft) ........... .
culvert slope (ft/ft) ...................................... .
Starting Fl ow Rate ( cfs) ................................... .
Incremental Flow Rate (cfs) ................................ .
Ending Flow Rate (cfs) ..................................... .
Starting Tai lwater Depth (ft) .............................. .
Incremental Tailwater Depth (ft) ........................... .
Ending Tai lwater Depth (ft) ................................ .
VALUE
0. 5
1
1
0.012
0.1
125.0 o.o o.s
0.004
0.4
0.2
0.4
1.0
0.0
1.0
================================================================================
Flow Tailwater
Rate Depth
(cfs) (ft)
0.4 1.0
COMPUTATION RESULTS
Headwater (ft)
Inlet outlet
control control
0. 5 1.11
Normal
Depth
(ft)
0.43
cri ti cal
Depth
(ft)
0.32
Depth at
outlet
(ft)
o. 5
Outlet
Velocity
(fps)
2.04
================================================================================
HYDROCALC Hydraulics for Windows, Version 1.2 copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 west, suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
All Rights Reserved.
/,...' f p ~~ ...-.-. I ·'l Druih -t'i~e cru_ o , r c-. ,__d cA
Page 1
Worksheet
Worksheet for Triangular Channel
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
untitled. fm2
Pond 2 Outflow
Triangular Channel
Manning's Formula
Discharge
Mannings Coefficient
Channel Slope
0.030
0.009000 ft/ft
Depth
Left Side Slope
Right Side Slope
Results
Discharge
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow is subcritical.
17/05/04
06:42:24 PM
1.00 ft
1.500000 H: V
1.500000 H : V
3.93 cfs
1.50 ft'
3.61 ft
3.00 ft
0.84 ft
0.022349 ft/ft
2.62 ft/s
0.1.1 ft
1.11 ft
0.65
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755~ 1666
FlowMaster vS.15
Page 1 of 1
Untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 6, 2004
================================================================================
PROGRAM INPUT DATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
FHWA cha rt Number .......................................... .
FHWA scale Number (Type of culvert Entrance) ............... .
Manning's Roughness coefficient (n-val ue) .................. .
Entrance Loss coefficient of culvert opening ............... .
culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ......... .
Invert Elevation at Upstream end of culvert (ft) ........... .
culvert slope (ft/ft) ...................................... .
starting Flow Rate (cfs) ................................... .
rncremental Flow Rate (cfs) ................................ .
Ending Flow Rate (cfs) ..................................... .
starting Tailwater Depth (ft) .............................. .
Incremental Tai lwater Depth (ft) ........................... .
Ending Tailwater Depth (ft) ................................ .
VALUE
0. 5
1
1
0.009
0.1
458.0
5,357.0
5,358.0
0.0022
0.1
0.1
1.1
1.0 o.o
1.0
================================================================================
COMPUTATION RESULTS
Flow Tail water Headwater (ft) Normal critical Depth at outlet
Rate Depth rnlet outlet Depth Depth outlet Velocity
(cfs) (ft) control control (ft) (ft) (ft) (fps)
-------------------------------------------------------~------------------------0.1 1.0 0.21 0.07 0.17 0.16 0.17 1. 63
0.2 1.0 0.32 0. 3 0.26 0.22 0.26 1. 96
0.3 1.0 0.41 0.67 0.34 0.28 0.5 1. 53
0.4 1.0 0. 5 1.19 0.44 0.32 0.5 2.04
&b-__ J~8-~ 0.6 1. 85 o. 5 0.36 0. 5 2.55
0.71 2 ()7 o:s-· (j. 31:l -u:-s 3. Oo!
0. 7 1.0 0.84 3.63 o. 5 0.42 0. 5 3.~z_
0.8 1.0 1.0 4.75 o. 5 0.44 0. 5 4.07
0.9 1.0 1.17 6.01 o. 5 0.46 0.5 4.58
1.0 1.0 1. 37 7.42 0.5 0.47 0.5 5 .09
1.1 1.0 1. 58 8.97 o. 5 0.48 0.5 5. 6
================================================================================
HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
A 11 Rights Reserv_ed.
Oefld 1'% trQ'(i• Po-nd J
Page 1
untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 6, 2004
================================================================================
PROGRAM INPUT DATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
FHWA Chart Number .......................................... .
FHWA Scale Number (Type of culvert Entrance) ............... .
Manning's Roughness Coefficient (n-val ue) .................. .
Entrance Loss coefficient of culvert Opening ............... .
culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ......... .
Invert Elevation at Upstream end of culvert (ft) ........... .
culvert slope (ft/ft) ...................................... .
starting Flow Rate (cfs) ................................... .
Incremental Flow Rate (cfs) ................................ .
Ending Flow Rate (cfs) ..................................... .
starting Tailwater Depth (ft) .............................. .
Incremental Tail water Depth (ft) ........................... .
Ending Tai lwater Depth (ft) ................................ .
VALUE
0.25
1
1
0.009
0.1
38.0
0.0
3.0
0. 0789
0.3
0.03
0.42
1.0
0.0
1.0
================================================================================
Flow Tailwater
Rate Depth
(cfs) (ft)
o. 3
0.33
\ o. 36 o.39
0.42
1.0
1.0
1.0
l.O
1.0
COMPUTATION RESULTS
Headwater (ft)
Inlet Outlet
control Control
Normal
Depth
(ft)
Critical
Depth
(ft)
Depth at
outlet
(ft)
outlet
Velocity
(fps)
1.64 0;74 0.17 0.25 0.17 8.18
1.96 1.31 0.19 0.25 0.19 8.26
2.3 1.94 0.21 0.25 0.21 8.32
L:"~-:r:m--C1.-25'~---o. 2 5 --~--n,----7-:-ffi
3.07 3.37 0.25 0.25 0.25 8.56
================================================================================
HYDROCALC Hydraulics for Windows, Version 1.2 copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
All Rights Reserved.
3 ''PVC w( ((!)1rte'fe evdra11cce co(fcr11'
D ' f 0 (1--C?ack j)ffY\J et:_e;.epf P.ff'-d ~ r ac"'-O"t.
r:::-!(//,</ o-ul· ,_.fl r1/-Je.. /'s a t( ct£
Page 1
tmp#213
Computed Sheet flow time ....................... > 0.3425 hrs
computed shallow flow time ..................... > 0.1585 hrs
channel Flow
Description .................... .
Flow Area ... ... . . .. . . . . . . . . .. . . . 5.0000 ft2
Wetted Perimeter . .. .. .. .. .. .. .. . 9.0000 ft
Flow Length..................... 250.0000 ft
channel slope . .. .. .. .. . .. .. . .. .. 0.0110 ft/ft
Manning's n. .......... ..... ..... 0.0300
Hydraulic radius .. . .. .. .. . .. .. .. 0.5556 ft
Velocity .. .. .. .. .. .. .. .. .. . .. . .. 3.5108 fps
Computed Channel flow time ..................... > 0.0198 hrs
***************************
Total Time of concentration ......................... > 0.5208 hrs
****************************
Page 1
tmp#214
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q ......••.•....••...••.•
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Nwl/2D3
Type II
1 year
2 .4000 in
12.3300 ac
81
0.5208 hrs
0.0000 % of Area
0.4691 in
0.1955
475.4747 csm/in
0.8718 in
1. 0000
7.9858 cfs
Page 1
NW1/2D3
Worksheet for Trapezoidal Channel
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
untitled.fm2
NM1/2D3
Trapezoidal Channel
Manning's Formula
Channel Depth
Mannings Coefficient
Channel Slope
0.030
0.010000 fVft
2.000000 H : V
2.000000 H: V
Left Side Slope
Right Side Slope
Bottom Width
Discharge
Results
Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow is subcritical.
"7/02/04
10:44:43AM
2.00 ft
10.10 cfs
0.84 ft
3.09 ft2
5.75 ft
5.36 ft
0.72 ft
0.017964 ft/ft
3.27 ft/s
0.17 ft
1.01 ft
0.76
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203} 755-1666
FlowMaster vS.15
Page 1 of 1
tmp#lSO.txt
Computed Sheet flow time ....................... > 0.1620 hrs
Shallow Concentrated Flow
Description ... .. ... .. . . .. . ... . . . AreaContPtB
Surface ......................... Unpaved
Flow Length..................... 1100.0000 ft
Watercourse Slope............... 0.0130 ft/ft
Velocity........................ 1.8396 fps
Computed Shallow flow time ..................... > 0.1661 hrs
Channel Flow
Description ..................... AreaContPtB
Flow Area ....................... 3.5000 ft2
Wetted Perimeter................ 3.8000 ft
Flow Length ............ ......... 350.0000 ft
Channel Slope ................... 0.0110 ft/ft
Manning's n ..................... 0.0350
Hydraulic radius................ 0.9211 ft
Velocity........................ 4.2154 fps
Computed Channel flow time ..................... > 0.0231 hrs
***************************
Total Time of Concentration ........................ > 0.3512 hrs
****************************
Page 1
tmp#l97
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rai nfa 11, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN •••••••••
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ...................... · · · · · ·
Unit peak discharge, qu ........ .
Runoff, Q ••••••••.•••••••.••••••
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area contrib.Pt B
Type II
1 year
2.4000 in
15.4500 ac
81
0.3512 hrs
0.0000 % of Area
0.4691 in
0.1955
581. 8625 csm/i n
0.8718 in
1. 0000
12.2456 cfs
Page 1
Untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
C f o --'1'~ h~ 4 l'&w !;OM ff.13 July 2, 2004 u vcrv ,, <-1;,c;,
================================================================================
PROGRAM INPUT DATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
FHWA Chart Number .......................................... .
FHWA scale Number (Type of culvert Entrance) ............... .
Manning's Roughness coefficient (n-value) .................. .
Entrance Loss coefficient of culvert Opening ............... .
culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ......... .
Invert Elevation at Upstream end of culvert (ft) ........... .
culvert slope (ft/ft) ...................................... .
starting Flow Rate (cfs) ................................... .
rncrementa l Fl ow Rate (cfs) ................................ .
Ending Fl ow Rate (cfs) ..................................... .
starting Tai lwater Depth (ft) .............................. .
Incremental Tai lwater Depth (ft) ........................... .
Ending Tailwater Depth (ft) ................................ .
VALUE
1. 5
( l>t 1 5-t,ee pp<! 1
----c_o.011
,..---0.l
f.kfi,i/ _., 40. 0
8rt ,,.., n~n g : ~ 9
0.0097
5. 9
0.1
6.3
0. 5
0.0
0. 5
================================================================================
Flow Tailwater
Rate Depth
(cfs) (ft)
COMPUTATION RESULTS
Headwater (ft)
Inlet outlet
control control
Normal
Depth
(ft)
critical
Depth
(ft)
Depth at
outlet
(ft)
outlet
velocity
(fps)
5.9 0.5 1.44 o.o 0.73 0.94 0.73 6.88
6.0 0.5 1.46 o.o 0.74 0.95 0.74 6.89
_,_,,,..Q,,.5 ___ L.1J __ ~O_,JL,,,_.~,LL-~ 0.2.i__ 0.75 6.93
____ 0,.5 __ , 1.49 0.0 u.76 0.96 0.76 6.961)
0.5 1.51 o.o 0.76 0.97 0.76 6.99
================================================================================
HYDROCALC Hydraulics for Windows, version 1.2 copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 west, Suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
All Rights Reserved.
Page 1
tmp#l99
sheet Flow
Description .................... .
Manning's n ..... ... . .. .......... 0.1500
Fl OW Length . . . . . . . . . . . . . . . . . . . . . 150. 0000 ft
Two Yr, 24 hr Rainfall . . . . . . . . . . 2.4000 in
Land slope ........ .............. 0.0110 ft/ft
computed sheet flow time ....................... > 0.3313 hrs
Shallow Concentrated Flow
Description .................... .
Surface . . . . . . . . . . . . . . . . . . . . . . . . . Unpaved
Fl ow Length . . . . . . . . . . . . . . . . . . . . . 300. 0000 ft
Watercourse slope .. . . ...... ..... 0.0110 ft/ft
Velocity .. . .. .. .. . . . .. . . .. . .. . . . 1. 6922 fps
Computed Sha 11 ow fl ow ti me ..................... > 0. 0492 hrs
channel Fl ow
Description .................... .
Flow Area .. ..... .. . . .. .. .. . ..... 3.5500 ft2
wetted Perimeter . .. .. .. . . . . .. .. . 6.1000 ft
Flow Length .. .. .. . . . . .. . .. .. . .. . 320.0000 ft
channel slope .. . .. . .. . .. .. . . .. .. 0.0100 ft/ft
Manning's n . . . . . . . . . . . . . . . . . . . . . 0. 0300
Hydraulic radius . .. .. .. . . .. . . . .. 0. 5820 ft
velocity . . .. . .. . .. .. . .. . .. .. .. .. 3.4527 fps
Computed channel flow time ..................... > 0.0257 hrs
***************************
Total Time of concentration ......................... > 0.4062 hrs
****************************
Page 1
tmp#201
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
Computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
Unit peak discharge, qu ........ .
Runoff, Q •••••••••••••••••••••••
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area D3
Type II
1 year
2.4000 in
20. 5000 ac
82
0.4062 hrs
0.0000 % of Area
0.4390 in
0.1829
547.3072 csm/in
0.9252 in
1. 0000
16.2205 cfs
88(!...22) . "t 15(-.·;:).3) + a1(1cr,otf \ === 8), 0 eJo,$ r · .;w.S ;to,S .J
C/l)omip ::: B~
Page 1
untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 2, 2004
================================================================================
PROGRAM INPUT DATA
~~=:~=~~=~~--6~Jk.Jf.d;__0PJiY".f!~'Y!. __ c;.~t~'!:°t __ ~~--(j_~,t--&_fLQ~-----~~~~E
culvert· Diameter (ft)....................................... 2. 0
FHWA Chart Number. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
FHWA scale Number (Type of Culvert Entrance)................ 1
Manning's Roughness Coefficient (n-val ue). . . . . . . . . . . . . . . . . . . O. 024
Entrance Loss Coefficient of culvert opening................ 0.5
culvert Length (ft). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73. O
Invert Elevation at Downstream end of culvert (ft).......... 5,361.7
Invert Elevation at Upstream end of culvert (ft)............ 5,362.3
culvert slope (ft/ft)....................................... 0.0082
Starting Fl ow Rate (cfs) ................................... .
Incremental Flow Rate (cfs) ................................ .
Ending Fl ow Rate (cfs) ..................................... .
starting Tailwater Depth (ft) .............................. .
Incrementa 1 Tai lwater Depth (ft) ........................... .
Ending Tail water Depth (ft) ................................ .
16.0
0.2
16.4
1.0 o.o
1.0
=::::;===::,===;;======================:::::===============================================
Flow Tailwater
Rate Depth
(cfs) (ft)
COMPUTATION RESULTS
Headwater (ft) tc:::
Inlet outlet
control control
Normal
Depth
(ft)
Cri ti ca 1
Depth
(ft)
Depth at
outlet
(ft)
Outlet
velocity
(fps)
================================================================================
HYDROCALC Hydraulics for windows, Version 1.2 Copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 west, suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
A 11 Rights Reserved. ,,.
LoW e(eu. of' o.d:Qce/l<f accer.:s: dr-i(Je 53(.,.~5 ,.,.,
..) ;r,../fJJ!.t;t;. !1¥?11" t 5 :s (p;;)' tlJ
fl\O:X all, h;;d-~:-Cf;-
Page 1
tf'X, cuf iMvi· 6 (.(
lttr 1ao eve!l\f
tmp#202
sheet Flow
Description .................... .
Manning's n . . . . . . . . . . . . . . . . . . . . . 0.1500
Flow Length..................... 50.0000 ft
TWO Yr, 24 hr Rainfall .... ...... 2.4000 in
Land slope ...................... 0.0130 ft/ft
computed sheet flow time ....................... > 0.1287 hrs
shallow concentrated Flow
Description .................... .
surface . . . . . . . . . . . . . . . . . . . . . . . . . unpaved
Fl ow Length . . . . . . . . .. . . . . . . . . . . . 3 30. 0000 ft
watercourse slope .......... ..... 0.0130 ft/ft
ve 1 oci ty . . . . . . . . . . . . . . . . . . . . . . . . 1. 8396 fps
computed shallow flow time ..................... > 0.0498 hrs
channel Flow
Description .................... .
Flow Area .................. ... .. 3.0000 ft2
Wetted Perimeter . . .. . . . . . . . . . . . . 5. 0000 ft
Flow Length..................... 300.0000 ft
channel slope . . . . . . . . . . . . . . . . . . . 0.0100 ft/ft
Manning's n . . . . . . . . . . . . . . . . . . . . . 0.0200
Hydraulic radius . . . . . . . . . . . . . . . . 0. 6000 ft
velocity . . . . . . .. . . . . . . . . . . . . . . . . 5.2855 fps
computed channel flow time ..................... > 0.0158 hrs
***************************
Total Time of concentration ......................... > 0.1943 hrs
****************************
Page 1
tmp#203
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rai nfal 1 distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q •••••••.•.•••••••••••••
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area Llc
Type II
1 year
2.4000 in
3.0000 ac
88
0.1943 hrs
0.0000 % of Area
0.2727 in
0.1136
801. 8780 csm/i n
1.2963 in
1. 0000
4.8726 cfs
Page 1
untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 2, 2004
================================================================================ PROGRAM INPUT DATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
FHWA Chart Number ............ , ............................. .
FHWA Scale Number (Type of Culvert Entrance) ............... .
Manning's Roughness coefficient (n-val ue) .................. .
Entrance Loss coefficient of culvert Opening ............... .
culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ......... .
Invert Elevation at upstream end of culvert (ft) ........... .
culvert slope (ft/ft) ...................................... .
Starting Fl ow Rate (cfs) ................................... .
Incremental Flow Rate (cfs) ................................ .
Ending Flow Rate (cfs) ..................................... .
Starting Tai lwater Depth (ft) .............................. .
Incremental Tai lwater Depth (ft) ........................... .
Ending Tail water Depth (ft) ................................ .
VALUE
1. 5
2
2
0.024
0.8
60.0
5,354.7
5,355.3
0.01
4.9
0.1
4.9
1. 5
0.0
1. 5
================================================================================
Flow Tailwater
Rate Depth
(cfs) (ft)
4.9 1. 5
COMPUTATION RESULTS
Headwater (ft)
Inlet outlet
control control
1. 3 1. 56
Normal
Depth
(ft)
1.07
Critical
Depth
(ft)
0.85
Depth at
outlet
(ft)
1. 5
outlet
Velocity
(fps)
2. 77
================================================================================
HYDROCALC Hydraulics for windows, version 1.2 Copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
All Rights Reserved.
Page 1
tmp#l31.txt
... : Sheet Flow
Description ................... ..
Manning's n ..................... 0.1500
Flow Length ..................... 50.0000 ft
Two Yr, 24 hr Rainfall .......... 2.4000 in
Land Slope...................... o. 0130 ft/ft
Computed Sheet flow time ....................... > 0.1287 hrs
Shallow Concentrated Flow
Description .................... .
Surface ......................... Unpaved
Flow Length ..................... 440.0000 ft
Watercourse Slope ............... 0.0130 ft/ft
Velocity........................ 1.8396 fps
Computed Shallow fiow time ..................... > 0.0664 hrs
***************************
Total Time of Concentration ........................ > 0.1951 hrs
****************************
Page 1
tmp#204
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
Computed Results:
Initial abstraction, ra ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q ••••••••.••••••••••••••
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area Llb
Type II
1 year
2.4000 in
0.7000 ac
88
0.1900 hrs
0.0000 % of Area
0.2727 in
0.1136
808.8103 csm/in
1.2963 in
1.0000
1.1468 cfs
Page 1
Untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 5, 2004
================================================================================ PROGRAM INPUT DATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
FHWA Chart Number .......................................... .
FHWA scale Number (Type of culvert Entrance) ............... .
Manning's Roughness Coefficient (n-va l ue) .................. .
Entrance Loss Coefficient of culvert opening ............... .
Culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ......... .
Invert Elevation at upstream end of culvert (ft) ........... .
culvert slope (ft/ft) ...................................... .
Starting Flow Rate (cfs) ................................... .
Incremental Fl ow Rate (cfs) ................................ .
Ending Fl ow Rate (cfs) ..................................... .
Starting Tailwater Depth (ft) .............................. .
Incremental Tailwater Depth (ft) ........................... .
Ending Tai lwater Depth (ft) ................................ .
VALUE
2.0
2
2
0.024
0.8
57.0
5,352.9
5,353.9
0.0175
6.05 o.o
6.05
1.0 o.o
1.0
================================================================================
Flow Tailwater
Rate Depth
(cfs) (ft)
6.05 1.0
COMPUTATION RESULTS
Headwater (ft)
Inlet outlet
control control
1.29 0.0
Normal
Depth
(ft)
0.85
cri ti cal
Depth
(ft)
0.87
Depth at
Outlet
(ft)
0.85
outlet
velocity
(fps)
4.79
================================================================================
HYDROCALC Hydraulics for windows, Version 1.2 Copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 west, suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
A 11 Rights Reserved.
·\5cf5
F
·--,.4-.2-/ _ _,,JJ! ;q d<
(,.19
Page 1
tmp#134.txt
\ :··
Sheet Flow
.,.,.;
Description .................... .
Manning's n ..................... 0.1500
Flow Length..................... 50.0000 ft
Two Yr, 24 hr Rainfall .......... 2.4000 in
Land Slope ...................... 0.0130 ft/ft
Computed Sheet flow time ...................... > 0.1287 hrs
Shallow Concentrated Flow
Description .................... .
Surface ......................... Unpaved
Flow Length . ......... .... .... .. . 1000. 0000 ft
Watercourse Slope ............... 0.0130 ft/ft
Velocity........................ 1.8396 fps
Computed Shallow flow time ..................... > 0.1510 hrs
***************************
Total Time of Concentration ......................... > 0.2797 hrs
****************************
Page 1
tmp#215
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rai nfa 11 , P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q ••••.•..••••••.••.•••••
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Area Lla
Type II
1 year
2.4000 in
5.3000 ac
88
0.2797 hrs
0.0000 % of Area
0.2727 in
0.1136
690.2016 csm/in
1.2963 in
1. 0000
7.4093 cfs
Page 1
untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 6, 2004
================================================================================
PROGRAM INPUT OATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
FHWA chart Number .......................................... .
FHWA scale Number (Type of culvert Entrance) ............... ,
Manning's Roughness coefficient (n-va 1 ue) .................. .
Entrance Loss coefficient of culvert opening ............... .
culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ......... .
Invert Elevation at Upstream end of culvert (ft) ........... .
culvert slope (ft/ft) ...................................... .
starting Flow Rate (cfs) ................................... .
Incrementa 1 Fl ow Rate (cfs) ................................ .
Ending Flow Rate (cfs) ..................................... .
starting Tailwater Depth (ft) .............................. .
Incremental Tailwater Depth (ft) ........................... .
Ending Tai lwater Depth (ft) ................................ .
VALUE
1. 5
2
2
0.024
0.8
70.0
5,351.3
5,352.1
0.0114
7.4
0.1
8.1
1.0
0.0
1.0
================================================================================
Flow Tailwater
Rate Depth
(cfs) (ft)
7.4 1.0
7.5 1.0
7.6 1.0
7.7 1.0
7.8 1.0 -
7.9 1.0
8.0 1.0
8.1 1.0
COMPUTATION RESULTS
Headwater (ft)
ml et outlet
control control
1. 71 1.79
1. 73 1.85
1. 75 1.89
1.81 1.94
1.87 1. 99
1.92 2.04
1. 97 2.09
2.02 2.14.
Normal
Depth
(ft)
1.5
1. 5
1. 5
1. 5
1. 5
1. 5
1. 5
1. 5
critical
Depth
(ft)
1.05
1.06
1.07
1.08
1.08
1.09
1.1
1.1
Depth at
outlet
(ft)
1.05
1.06
1.07
1.08
1.08
1.09
1.1
1.1
outlet
Velocity
(fps)
5. 58
5.61
5.65
5.68
5.71
5.75
5.78
5.82
================================================================================
HYDROCALC Hydraulics for Windows, version 1.2 Copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 west, Suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
All Rights Reserved.
!8 'rcufw,r-C i'"
-~"'::---~ __ k=""'21:?;fC"'~c:S~"---rt-
/
;{,/ ~;
-;f,rJ!a L I a.
Page 1
·: " ·~ . . ,-.·
tmp#l54.txt
Sheet Flow
. ,.
!_;.;
Description ..................... 2acreLot
Manning's n ..................... 0. 1500
Flow Length ..................... 50.0000 ft
Two Yr, 24 hr Rainfall .......... 2.4000 in
Land Slope...................... 0.0130 ft/ft
Computed Sheet flow time ...................... > 0.1287 hrs
Shallow Concentrated Flow
Description ..................... 2acreLot
Surface ......................... Unpaved
Flow Length..................... 210.0000 ft
Watercourse Slope............... 0.0130 ft/ft
Velocity ........................ 1.8396 fps
Computed Shallow flow time ..................... > 0.0317 hrs
Channel Flow
Description ........... .......... 2acreLot
Flow Area....................... 2.3000 ft2
Wetted Perimeter ................ 2.6000 ft
Flow Length ........... .. ...... 290.0000 ft
Channel Slope.................. 0.0130 ft/ft
Manning's n ..................... 0.0350
Hydraulic radius.............. . 0.8846 ft
Velocity ........................ 4.4609 fps
Computed Channel flow time .................... > 0.0181 hrs
***************************
Total Time of Concentration ........................ > 0.1785 hrs
****************************
Page 1
tmp#155.txt
Graphical Peak Discharge method
Given Input Data:
Description ..................... 2acrelot
Rainfall distribution .... ...... Type II
Frequency ....................... 1 year
Rainfall, P (24-hours) .......... 2.4000 in
Drainage area ................... 2.0000 ac
Runoff curve number, CN ......... 88
Time of concentration, Tc ....... 0.1785 hrs
Pond and Swamp Areas ............ 0.0000 % of Area
Computed Results:
Initial abstraction, la ......... 0.2727 in
la/P ............................ 0.1136
Unit peak discharge, qu ......... 828.1629 csmlin
Runoff, Q ... ..... .... .. ...... ... 1.2963 in
Pond and swamp adjustment, Fp ... 1.0000
Peak discharge, qp .............. 3.3549 cfs
Page 1
ftree< ti ( ~p/'W /:J'1 ('r~f V~ll'f.!" t/lwfat/ ro6t&
(J tmp#218
Computed Sheet flow time ....................... > 0.1287 hrs
Computed shallow flow time ..................... > 0.0370 hrs
channel Flow
Description .................... .
Flow Area....................... 2.5000 ft2
Wetted Perimeter . .. .. .. .. .. .. .. . 4.0000 ft
Flow Length .. .. .. .. .. .. .. .. .. .. . 240.0000 ft
channel slope .. .. . .. .. .. .. .. .. .. 0.0100 ft/ft
Manning's n . . . . . . . . . . . . . . . . . . . . . 0.0300
Hydraulic radius . . . . . . . . . . . . . . . . 0.6250 ft
Velocity .. .. .. .. .. .. .. .. .. .. .. .. 3.6209 fps
Computed Channel flow time ..................... > 0.0184 hrs
***************************
Total Time of Concentration ......................... > 0.1841 hrs
****************************
Page 1
tmp#219
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P .......................... · ·
unit peak discharge, qu ........ .
Runoff, Q ...................... .
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Drainage to New 12" culverts
Type II
1 year
2.4000 in
1.5000 ac
90
0.1841 hrs
0.0000 % of Area
0.2222 in
0.1000
825.4865 csm/in
1.4420 in
1. 0000
2.7900 cfs
Page 1
untitled
PIPE CULVERT ANALYSIS
COMPUTATION OF CULVERT PERFORMANCE CURVE
July 5, 2004
================================================================================
PROGRAM INPUT DATA
DESCRIPTION
culvert Diameter (ft) ...................................... .
· FHWA chart Number .......................................... .
FHWA Scale Number (Type of Culvert Entrance) ............... .
Manning's Roughness Coefficient (n-va l ue) .................. .
Entrance Loss Coefficient of culvert opening ............... .
culvert Length (ft) ........................................ .
Invert Elevation at Downstream end of culvert (ft) ......... .
Invert Elevation at Upstream end of culvert (ft) ........... .
culvert Slope (ft/ft) ...................................... .
starting Flow Rate (cfs) ................................... .
Incremental Flow Rate (cfs) ................................ .
Ending Fl ow Rate (cfs) ..................................... .
Starting Tailwater Depth (ft) .............................. .
Incremental Tai lwater Depth (ft) ........................... .
Ending Tailwater Depth (ft) ................................ .
VALUE
1.0
1
1 L~ I ' 0.011 Sr=e•pipe
0 . 1 -e vtr o.p ,_.,.,,,
55.0 o.o
0.55
0.01
2.8
0.0
2.8
1.0
0.0
1.0
================================================================================
Flow Tailwater
Rate Depth
(cfs) (ft)
2.8 1.0
COMPUTATION RESULTS
Headwater (ft)
Inlet outlet
control control
1.18 0.91
Normal
Depth
(ft)
0.6
Critical
Depth
(ft)
0.72
Depth at
outlet
(ft)
0.6
outlet
velocity
(fps)
5.73
================================================================================
HYDROCALC Hydraulics for Windows, version 1.2 copyright (c) 1996
Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069
Phone:(281)440-3787, Fax:(281)440-4742, Email:software@dodson-hydro.com
All Rights Reserved.
/,0 ~::;
Page 1
r
I
I
I
/. . DEVELOPED 1 00-YR OUTFLOW
DRAINAGE'\_ :/
I
I
I
I
DRAINAGEGULLY\ _/
I
(
I
I
FROM DETENTION POND\
2.6CFS
r----A~V----J
HISTORIC AREA CONTRl~UTING
TO OFF-SITE 12" CMP CULVERT
3.77 ACRES, 3.5 CFS POINT OF
CONCENTRATION
IN EXISTING DITCH
12" CMP OFF-SITE CULVER~
(EXISTING) APPROX. 12' IN LENGT~.~
DEFINED DITCH TO CULVERT FROM
SUBJECT PROPERTY
PO Box 1301 '-._ COLORADO
Rifle, co 81650 '--'-~RIVER
Tel 970-625-4933 ~-ENGINEERING
Fax 970-625-4564 --.._,.
Civil Engineering
t Water Rights, Augmentation Plans 1 Groundwater, Well Permitting
•Hydrology, Flood Plain Ana/'ysis 1 Canals, Pipelines, Dams
""" (
DEVELOPED AREA CONTRIBUTING
TO OFF-SITE 1 2" CULVERT I
0.2 ACRES, 0.4 CFS
/
./
(
I
Culvert Contrib. Hist. &
Devel. Areas for 12" Culve1i
File Name: Drainage.dwg Job No: 600 Client:
BigR
Drawn by. BB Aprvdby: CM Date:Junel2,2004
)
I
tmp#l77.txt
sheet Flow
Description .. .. .. . .. .. .. .. .. .. .. Hi st area to 12" offsi te culvert
Manning's n . . . . . . . . . . . . . . . . . . . . . O. 0600
Fl ow Length .. .. .. .. .. . .. .. .. .. .. 50. 0000 ft
Two Yr, 24 hr Rainfall .. .. .. . .. . 2.4000 in
Land slope . . . . . . . . . . . . . . . . . . . . . . O. 0130 ft/ft
computed sheet flow time ....................... > 0.0618 hrs
Shallow concentrated Flow
Description . . . . . . . . . . . . . . . . . . . . . Hist area to 12" offsite culvert
surface . . . . . . . . . . . . . . . . . . . . . . . . . unpaved
Fl ow Length . . . . . . . . . . . . . . . . . . . . . 1280. 0000 ft
Watercourse slope .. .. .. .. .. .... . 0.0130 ft/ft
Velocity . . . . . . . . . . . . . . . . . . . . . . . . 1.8396 fps
computed shallow flow time ..................... > 0.1933 hrs
***************************
Total Time of concentration ......................... > 0.2551 hrs
****************************
Page 1
tmp#236
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ...... , .................... .
unit peak discharge, qu ........ .
Runoff, Q •••••••••••••.•••.••••.
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Hist Area to 12" offsite Culvert
Type II
1 year
2.4000 in
3. 7700 ac
81
0.2551 hrs
0.0000 % of Area
0.4691 in
0.1955
675.8233 csm/in
0.8718 in
1.0000
3.4706 cfs
Page 1
tmp#223
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Ra i nfa 11 , P (24-hou rs) ......... .
Drainage area .................. .
Runoff curve number, CN ••••.•.••
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q •....••.......•..•••..•
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Figure 3 to w. off-site
Type II
1 year
2.4000 in
0.2000 ac
88
0.1000 hrs
0.0000 % of Area
0.2727 in
0.1136
1004.9581 csm/in
1.2963 in
1. 0000
0.4071 cfs
Page 1
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Constant Data
Table
Rating Table for Triangular Channel
untitled.fm2
jkl
Triangular Channel
Manning's Formula
Channel Depth
5wafl Je;:t,,.s (l-r(JIAV\d all r t:tts
Mannings Coefficient 0.025
Left Side Slope
Rieht Side sioee
Input Data
Channel Slope
Discharee
Rating Table
-1101104
u5:12:51 PM
Discharge
(cfs)
4.00
4.00
4.00
5.00
5.00
5.00
6.00
6.00
6.00
7.00
7.00
7.00
8.00
8.00
8.00
9.00
9.00
9.00
10.00
10.00
10.00
3.000000 H : V
2.000000 H : V
Minimum Maximum Increment
0.008000 0.010000 0.001000 tuft
4.00 10.00 1.00 cfs
Channel
Slope Depth Velocity
(tuft) (ft) (IVs)
0.008000 0.77 2.68
0.009000 0.76 2.80
0.010000 0.74 2.91
0.008000 0.84 2.83
0.009000 0.82 2.96
0.010000 0.81 3.08
0.008000 0.90 2.97
0.009000 0.88 3.10
0.010000 0.86 3.22
0.008000 0.95 3.08
0.009000 0.93 3.22
0.010000 0.91 3.35
0.008000 1.00 3.19
0.009000 0.98 3.33
0.010000 0.96 3.46
0.008000 1.05 3.28 fd'r 0.009000 1.02 3.43 /.---dept/... w; II pexm(t ll((W
0.010000 1.00 3.57~
0.008000 1.09 3.37 al I \Ktrr«i:f (,Y\S as: eftQ>(<}ttRJ
0.009000 1.07 3.52
0.010000 1.04 3.66
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
FlowMaster vs. 15
Page 1 of 1
I
'!
.....,
....., COLORADO
RIVER
ENGINEERING
P.O. Box 1301, 136 E. 3rd
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
. [
Pl~c1"~
' ~-~! f~l
l. I
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tbf
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Date ______ _
Job No.~------
Job Name _______ _
Description, ____________ _
Page __ of __
L
tmp#l95
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN •••••••••
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
Unit peak discharge, qu ........ .
Runoff, Q ••.•••••••••••••.••••••
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Pwr Lr;-bs C/I ~ (pJ i e
2 acre Lot
Type II
1 year
2.4000 in
1.9200 ac
89
7.0000 min
0.0000 % of Area
0.2472 in
0.1030
963.3834 csm/in
1.3676 in
1. 0000
3.9527 cfs
~or -PlO(.J ~ /c;f 3 >. <t.5 +-5.re{l<'>f V ~ q,t(3c/'s
Page 1
....., ~-"-•COLORADO
..__RIVER
ENGINEERING
P.O. Box 1301, 136 E. 3rd
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
~olt D
:_
t~R>~r ~°'-· ,_. {(La.~ .
' ' -' - ' lot~~la-~~~ . , . , . l.s. 7r
·f\11,~! M_~~
! ..
Date _______ _
Job No.~------
Job Name ______ _
Description1 ____________ _
. ·-
' '
' +
Page __ of __
-~
L.
tmp#191 l-o-(; J
sheet Flow
Description .................... .
Manning's n .. .. .. .. .. .. .. .. .. .. . 0.1000
Flow Length . . . . . . . . . . . . . . . . . . . . . 260 .0000 ft
Two Yr, 24 hr Rainfall . . . . . . . . . . 2.4000 in
Land slope...................... 0.1000 ft/ft
Computed sheet flow time ....................... > 9.2283 min
channel Flow
oescri pti on .................... .
Flow Area ....................... 2.0000 ft2
Wetted Perimeter .. .. . .. .. .. .. . .. 4.0000 ft
Flow Length .. .. .. .. . .. .. .. . .. . .. 530.0000 ft
channel slope .. .. .. .. .. . .. . .. .. . 0.1000 ft/ft
Manning's n .. .. .. .. .. .. .. .. .. .. . 0.0200
Hydraulic radius .. .. .. .. .. .. .. .. 0. 5000 ft
velocity .. . .. . .. .. .. .. .. .. .. .. .. 14.8014 fps
Computed channel flow time ..................... > 0.5968 min
***************************
Total Time of concentration ......................... > 9.8251 min
****************************
Page 1
tmp#l92
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Ra i nfa 11 di st ri but ion .......... .
Frequency' ...................... .
Rainfall, P (24-hours) ......... .
Drainage area .................. .
Runoff curve number, CN ........ .
Time of concentration, TC ...... .
Pond and swamp Areas ........... .
Lot 2
Type II
1 year
2.4000 in
3.7900 ac
89
9.8251 min
0.0000 % of Area
computed Results:
Initial abstraction, Ia, ........ 0.2472 in
Ia/P . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.1030
unit peak discharge, qu ......... 860.1340 csm/in
Runoff, Q . . • . . . . . . • . • • . • . . . . . . • . 1.3676 in
Pond and swamp adjustment, Fp ... 1.0000
Peak discharge, qp .............. 6.9662 cfs
t-~ els ffwJ ~&-Plot /O
8, '1 Ce cf!s
Page 1
P.O. Box 1301, 136 E. 3rd
Rifle, CO 81650
.
·:_ ... ·.u-·-· _: __ ·_._· ... · .. · .. . ' ' :' ttfiilq
' ' L ~
t..---.:.--L" ---
Tel 970-625-4933
Fax 970-625-4564
Date ______ _
Job No~------
Job Name ______ _
Description ____________ _
Page __ of __
1 1 \--
:~ r·, ,,:·•:t:1':':i'·:·
, f . h~~~Pl+i ~~~:~J~rµtfp1
-· L '
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lJ&f: ~Pt! ·f3B
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I.
tmp#l93
sheet Flow
Description .................... .
Manning's n . . . . . . . . . . . . . . . . . . . . . 0 .1000
Flow Length .... ................. 210.0000 ft
TWO Yr, 24 hr Rainfall . . . . . . . . . . 2.4000 in
Land slope .................... .. 0.1000 ft/ft
computed sheet fl ow ti me ....................... > 7. 7789 min
channel Flow
oescri pti on .................... .
Fl ow Area . . . . . . . . . . . . . . . . . . . . . . . 2. 0000 ft2
wetted Perimeter . . . . . . . . . . . . . . . . 4.0000 ft
Fl OW Length . . . . . . . . . . . . . . . . . . . . . 508. 0000 ft
channel slope . . . . . . . . . . . . . . . . . . . 0.1000 ft/ft
Manning's n . ..... .. . . . . .. . . . .. . . 0.0200
Hydraulic radius . . . . . . . . . . . . . . . . 0. 5000 ft
velocity........................ 14.8014 fps
computed channel flow time ..................... > 0.5720 min
***************************
Total Time of concentration ......................... > 8.3509 min
****************************
Page 1
tmp#l94
Graphical Peak Discharge method
Given Input Data:
Description .................... .
Rainfall distribution .......... .
Frequency ...................... .
Rainfall, P (24-hours) ......... .
Drainage area ............ · ...... .
Runoff curve number, CN •••••••••
Time of concentration, Tc ...... .
Pond and swamp Areas ........... .
computed Results:
Initial abstraction, Ia ........ .
Ia/P ........................... .
unit peak discharge, qu ........ .
Runoff, Q •.•..•....•...•.••...•.
Pond and swamp adjustment, Fp .. .
Peak discharge, qp ............. .
Lot 9
Type II
1 year
2.4000 in
2.8200 ac
89
8.3509 min
0.0000 % of Area
0.2472 in
0.1030
910.0340 csm/in
1.3676 in
1.0000
5. 4840 cfs
_.;,
Page 1
UTILITY SERVICES REPORT
"':..>¢
0
COL. ORADO
'"z RIVER
a ""z a ENGINEERING, INC.
Mr. Bob Regulski
Big R Commercial Park
POB9
Rifle, CO 81650
Dear Mr. Regulski:
July 9, 2004
RE: Subdivision -Utility Services
P.O. Box 1301
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
Colorado River Engineering, Inc. (CRE) has completed preliminary drawings for submittal
to Garfield County. Two of the submitted sheets address the overall plan and details of the utility
service for the proposed subdivision. This report and attachments further explain and support these
utility services drawings.
The utility services for this subdivision are either existing or proposed. Essentially, all
utilities, except fire protection, are currently provided to the developed Lot 1. The remainder of the
lots will need extension of all utility services. This report will not discuss water nor wastewater
service since they are covered in individual reports. The utility services to be discussed include gas,
electric, phone, and fire.
Gas and electric service can and will be provided by Xcel Energy, as demonstrated by an
Xcel letter with utility plan attachments dated April 9, 2004. The CRE Utility Plan Sheet 3 reflects
the Xcel utility gas and electric service locations provided by Xcel and can easily be constructed
with their recommended trenching requirements. Phone service will also be laid in the same trench
as gas and electric.
The fire water supply system is designed to meet the requirements and intent of fire
suppression. Various fire protection requirements and options were discussed over three phone
conversations with Kevin Whelan of the Rifle Fire Protection District. The main guidelines
articulated in those conversations include minimum hydrant pressure of 20-psi, minimum flow
requirements of 1500-gpm for 2-hours, 300' spacing between hydrants, and water pumps must be
on automatic control, i.e. pressure or flow switch. The basic designed system is a water reserve, a
high volume/pressure water pump, and a water line with numerous hydrants serving every lot in the
subdivision. The water reserve is a buried water tank in the northeast comer of Lot 9. The tank
capacity exceeds the minimum capacity of 1500-gallons/minnte for 2-hours (= 180,000-gal). The
designed tank interior dimensions are 120'x20'xl0.5'deep, which equals 188,500-gallons. This
tank is covered by the water pump house and a solid covering. The covering material and structure
design is to be determined by the applicant and the structural engineer. The pump house interior
I
floor dimensions are to be 20'x24' and will contain the water pump, control panels, electric service
box, room heater, and a tank access hatch. The specific pump house design is to be detailed by a
structural engineer.
There are numerous pump manufactures that can provide adequate flow and pressure to
meet needed hydrant pressure requirements, minimum 20-psi. Given a pipe diameter of IO" and
accounting for energy loss at elbows, valves. and hydrants, the necessary pump pressure was
determined to be 45-psi with a flow of 1500-gpm, calculation work sheets are attached. As
indicated on Utility Plan Sheet 3, the applicants selected pump system needs to be approved by
CRE.
Below the pump intake is a 3 'x6'x64"deep wet well which contains the primary and
secondary water intakes. The wet well's purpose is to allow all of the tank's storage to be utilized
by keeping the pumping action's drawdown cone within the wet well. The two water intake pipes
are the primary and secondary intakes for the fire water system. The primary intake is directly
connected to the pump discharging water through piping which exits the water tank area below frost
depth. In case of a pump malfunction, the pump valve can be shut off and the secondary intake
valve can be opened. In this instance, the existing pressurized hydrants will by utilized like a dry
hydrant, allowing a pumper truck to connect to the hydrant to access the stored water and create
pressurized flow.
The water piping and hydrant system was designed to minimize energy loss through larger
diameter pipe size and place hydrants to provide substantial coverage potential for each lot. The
hydrant spacing is 300' except for Lot 1, due to its size and existing development. In order to
provide coverage not to just Lot I but the entirety of Lot I, the fire line was extended an addition
500' west to provide coverage in the western half of this lot. This creates two hydrants serving Lot
I, but the spacing between the hydrants is greater than 300'.
Prior to finalizing the construction drawings, we recommend meeting with the Rifle Fire
Protection District to insure that our design meets the requirements, intent, and functionality
necessary to provide adequate fire protection.
If you have any questions, please do not hesitate to call 970-625-4933.
Sincerely,
BB:cm
Attach: energy loss calculations
Utility Report.doc
2
~--.._.-COLORADO
------·RIVER
'-ENGINEERING
P.O. Box 130·1, 136 E. 3rd
Rifle, CO 81650
Tel 970-625-4933
Fax 970-625-4564
--!
-~ '-' ' ' '
t '-
Date~lz /;_;J..3_· '-"/&'-'rf-
Job No~.~~~o~j"}~·un __ _
Job Name ______ _
Description ____________ _
--------''/2""]5'2.· Page_ of __
I J.
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I
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Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Pressure at 1
Elevation at 1
Elevation at 2
Length
Worksheet
Worksheet for Pressure Pipe
untitled.fm2
Regulski Fire Flow
Pressure Pipe
Manning's Formula
Pressure at 2
40.00 psi
5,379.00 ft
5,360.20 ft
2,050.00 ft
Mannings Coefficient 0.009.
Diameter 10.00. in
Discharge 1,500.0 gal/min
Results
Pressure at 2 38.24 psi
Head loss 22.86 ft
Energy Grade at 1 5,471.85 ft
Energy Grade at 2 5,448.98 ft
Hydraulic Grade at 1 5,471.26 ft
Hydraulic Grade at 2 5,448.40 ft
Flow Area 0.55 ft'
Wetted Perimeter 2.62 ft
Velocity 6.13 fUs
Velocity Head 0.58 ft
Friction Slope 0.011153 tuft
04/23/04
03:57:48 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
FlowMaster vS.15
Page 1 of 1
GEOTECHNICAL REPORT
RADIATION HAZARD REPORT
~cbtech
HEPWORTH -PAWLAK GEOTECI-lNICAL
Hep\vortn~Pa-..vlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phoneo 970-945-7988
Faxo 970-945'8454
email: hpgeo@hpgeotech.com
PRELIMINARY SUBSOIL STUDY
PROPOSED BIG R COMMERCIAL PARK
28485 HIGHWAY 6
EAST OF RIFLE
GARFIELD COUNTY, COLORADO
JOB NO. 104 106
FEBRUARY 24, 2004
PREPARED FOR:
RIFLE SKI CORPORATION
ATTN: BOB REGULSKI
P.O.BOX9
RIFLE, COLORADO 81650
Parker 303-841-7119 • Colorndo Springs 719-633-5562 • Silverthorne 970-468-1989
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY ............................................................................ - I -
PROPOSED DEVELOPMENT ...................................................................................... - I -
SITE <:;ONDITIONS ....................................................................................................... - 2 -
FIELD EXPLORATION ................................................................................................. - 2 -
SUB SURF ACE CONDITIONS ...................................................................................... -2 -
PRELIMINARY DESIGN RECOMMENDATIONS .................................................... - 3 -
FOUNDATIONS ......................................................................................................... -3 -
FLOOR SLABS .......................................................................................................... -4 -
UNDERDRAIN SYSTEM .......................................................................................... - 4 -
SURFACE DRAINAGE ............................................................................................. -5 -
LIMITATIONS ............................................................................................................... -5 -
FIGURE I -LOCATION OF EXPLORATORY BORINGS ll
FIGURES 2 and 3 -LOGS OF EXPLORATORY BORINGS
FIGURE 4 -LEGEND AND NOTES
FIGURE 5, 6 and 7 -SWELL-CONSOLIDATION TEST RESULTS
TABLE 1-SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a preliminary subsoil study for the proposed Big R
Commercial Park located at 28485 Highway 6, East of Rifle, Garfield County, Colorado.
The project site is shown on Figure l. The purpose of the study was to evaluate the
subsurface conditions and their impact on the project. The study was conducted in
general accordance with our agreement for geotechnical engineering services to Rifle Ski
Corporation, dated January 7, 2004. Percolation testing well be performed when the
ground thaws.
A field exploration program consisting of exploratory borings was conducted to obtain
information on the site and subsurface conditions. Samples of the subsoils obtained
during the field exploration were tested in the laboratory to determine their classification,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for project
planning and preliminary design. This repo1t summarizes the data obtained during this
study and presents our conclusions and recommendations based on the proposed
development and subsurface conditions encountered.
PROPOSED DEVELOPMENT
The proposed development consists of a 16 lot commercial subdivision as shown on
Figure I. TI1e proposed buildings in the development will likely consist oflarge steel
franle, metal skin buildings with slab-on-grade floors. The development will be serviced
with individual wells and septic disposal systems.
If development plans change significantly from those described, we should be notified to
re-evaluate the recommendations presented in this report.
-2 -
SITE CONDITIONS
The site was vacant and covered with about 6 inches of snow at the time of our field
exploration. Existing commercial buildings are located on Lots 2 thrnugh 6 of the
development. The ground surface on the property is relatively flat with a slight slope
down to the southwest. Irrigation ditches are located along the northern side of the
property. Vegetation consists of scattered brush and trees, grass and weeds.
FIELD EXPLORATION
The field exploration for the project was conducted on January 16, 2004. Six exploratory
borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface
conditions. The borings were advanced with 4 inch diameter continuous flight auger
powered by a truck-mounted CME-45B drill rig. The borings were logged by a
representative of Hepworth-Pawlak Geotechnical, Inc. Slotted PVC pipe was placed in
each of the borings to allow for monitoring of future water levels.
Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was
driven into the subsoils at various depths with blows from a 140 pound hammer falling 30
inches. This test is similar to the standard penetration test described by ASTM Method
D-1586. The penetration resistance values are an indication of the relative density or
consistency of the subsoils. Depths at which the samples were taken and the penetration
resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples
were returned to our laboratory for review by the project engineer and testing,
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2.
The subsoils consist of about I to 2 feet of topsoil overlying stiff and slightly moist to soft
and very moist, sandy clay and silt with stratified silty sand layers. Relatively dense,
Job No. 104 106 ~tech
- 3 -
slightly clayey silty sandy gravel containing cobbles and probable boulders was
encountered beneath the clay and silt at depths between about 22 and 31 Yi feet. Drilling
in the dense gravel with auger equipment was difficult due to the cobbles and boulders
and drilling refusal was encountered in the deposit.
Laboratory testing performed on samples obtained from the borings included natural
moisture content and density, unconfined compressive strength testing and finer than sand
size gradation analyses. Results of swell-consolidation testing performed on relatively
undisturbed drive samples of the upper clay and sand soils, presented on Figures 5, 6 and
7, indicate low to moderate compressibility under conditions ofloading and wetting. The
shallow clay samples showed a low to moderate expansion potential when wetted under a
constant light surcharge with swelling pressures measured in the range of about 2,000 to
6,000 psf. Unconfined compressive strength testing was performed on two of the more
moist clay and silt samples with measured strengths of about 1,400 and 1,950 psf. The
laboratory testing is summarized in Table I.
Groundwater was measured in the borings at depths between 9 and 23 feet. The upper
subsoils were slightly moist to very moist with depth.
PRELIMINARY DESIGN RECOMMENDATIONS
The conclusions and recommendations presented below are based on the proposed
development, subsurface conditions encountered in the exploratory borings and our
experience in the area. The recommendations are suitable for planning and preliminary
design but site specific studies should be conducted for individual lot development.
FOUNDATIONS
Bearing conditions will vary depending on the specific location of the building on the
property. Spread footings placed on the natural shallow silt and clay soils appear suitable
with some risk of settlement/heave due to loading and wetting of the bearing soils. We
Job No. 104 106 ~tech
I·
' I
I I
I I
I I
I I
- 4 -
expect the footings can be sized for an allowable bearing pressure in the range of 1,500
psfto 2,500 psf Bearing levels should not be deeper than about 5 feet below the existing
ground surface. Expansive clays encountered in building areas may need to be removed
or the footings designed to impose a minimum dead load pressure to limit potential heave.
A deep foundation system, such as driven piles or helical piers, may be needed if highly
expansive clays are encountered. Foundation walls should be designed to span local
anomalies and to resist lateral earth loadings when acting as retaining struclures. Below
grade areas and retaining walls should be protected from wetting and hydrostatic loading
by use of an underdrain system. The footings should have a minimum depth of 36 inches
for frost protection'.
FLOOR SLABS
Slab-on-grade construction should be feasible for bearing on the non-expansive natural
soils below the topsoil. There could be some post construction slab movement at sites
with soils that tend to heave or settle when wetted. To reduce the effects of some
differential movement, floor slabs should be separated from all bearing walls and
columns with expansion joints. Floor slab control joints should be used to reduce damage
due to shrinkage cracking. A minimum 4 inch thick layer of free-draining gravel should
underlie basement levelslabs to facilitate drainage. In more expansive clay areas, a
structurally supported floor may be warranted to limit possible distress caused by wetting
of the expansive clays.
UNDERDRAJN SYSTEM
Although free water was encountered below expected excavation depths, it has been our
experience in the area and where clays are present that local perched groundwater can
develop during times of heavy precipitation or seasonal runoff. An underdrain system
should be provided to protect below-grade construction, such as retaining walls and
basement areas from wetting and hydrostatic pressure buildup. The drains should consist
of drainpipe surrounded above the invert level with free-draining granular material. The
I
---~
104 106
LEGEND: APPROXIMATE SCALE
1'' = 250' e EXPLORATORY BORING
5375
"
@ LOT NUMBER
I '
"" I
@ "" I >---------~...-----+-< I
•BORING 3
I
I I e BORING 1
,I @
I I',
I I "
5370 _ t---------------H I ' ----
@
--... BORING 4
@''-• I
>---------"--,,-----H I ' ' I
5375
' I e I BORING 2
5365
" "
I f-------------"'11' @
• BORING 5 ® I',
I ' t-------------rll
®
• BORING 6
.1-----,-----~------'-l
" "\. EXISTING
"\. BUILDINGS
"--...(TYPICAL)
I
5360
~
I ' '--5370
---ACCESS
EASEMENT
HEPWORTH-PAWLAK
GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORINGS Figure
-" " LL
.r. -Q.
" 0
..--0
5
10
15
20
25
30
35
104 106
1 ---
D
BORING 1
ELEV.= 5377'
15/12
WC=11.7
00=110
4/12
WC=18.3
00=107
-200•74
UC=1400
4/12
4/12
0
BORING 2
ELEV.= 5372'
12/12
6/12
WC=12.0
DD=112
WOH
WOH
BORING 3
ELEV.= 5373'
14/12
7/12
WC=16.0
DD=110
-200=88
3/12
1/12
Note: Explanation of symbols is shown on Figure 4.
HEPWORTH-PAWLAK
GEOTECHNICAL, INC.
LOGS OF EXPLORATORY BORINGS
0
5
10
15
20
25
30
35
Figure 2
-" " LL
~ ;:::;
Q.
" 0
0
5
10
-" " 15 u..
-" -Q_
" Cl
_QJ_ -20 -
25
30
104 106
BORING 4
ELEV.= 5371'
12/12
10/12
WC=5.3
DD=120
-200=29
WOH
WOH
BORING 5
ELEV.= 5367'
11/12
WC=9.5
00=112
5/12
WC=18.B
f
DD=103
-200=91
UC=1950
2/12
3/12
1 --
0 ---
0
1 -----
BORING 6
ELEV.= 5357'
7/12
WC=B.2
DD=107
-200=64
10/12
10/12
11/12
0
Note: Explanation of symbols is shown on Figure 4.
HEPWORTH-PAWLAK
GEOTECHNICAL, INC.
LOGS OF EXPLORATORY BORINGS
0
5
10
-15 " " LL
-" -Q_
" 0
20
25
30
Figure 3
•
I LEGEND:
TOPSOIL; sandy silty clay, organics, firm, moist, brown, upper 8 inches frozen.
CLAY AND SILT (CL-ML); sandy, silty sand layers, stratified, stifi and slightly moist to soft and
very moist with depth, wet below groundwater level, brown.
GRAVEL (GM): silty, sandy, slightly clayey, with cobbles and possible boulders, dense. wet, brown,
subrounded to rounded rock.
Relatively undisturbed drive sample; 2-inch l.D. California liner sample.
15/12
Drive sample blow count; indicates that 15 blows of a 140 pound hammer falling 30 inches were
required to drive the California sampler 12 inches.
0,1
WOH
T
[]
NOTES:
Free water level in boring and numbei" of days following drilling measurement was token.
Weight of hammer pushed sampler 12 inches. (No blows)
Depth at which boring had caved when checked on January 17, 2004.
Practical drilling refusal.
Indicates slotted PVC pipe installed in boring to depth shown.
1. Exploratory borings were drilled on January 16, 2004 with a 4-inch diameter continuous flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the
site pion provided.
3. Elevations of exploratory borings were obtained by interpolation between contours on the site pion
provided. Logs are drawn to depth.
4. The exploratory boring locations and elevations should be considered accurate only to the degree implied
by the method used.
5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries
between material types and transitions may be gradual.
6. Water level readings shown on the logs were made at the time and under the conditions indicated.
Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content ( % )
DD = Dry Density ( pcf )
-200 = Per.cent passing No. 200 sieve
UC = Unconfined Compressive Strength (psf)
104 106 HEPWORTH-PAWLAK
GEOTECHNICAL, INC. LEGEND AND NOTES Figure 4
r
Moisture Content = 11. 7 percent
Dry Density = 110 pcf
Sample of: Sandy Silty Clay
~ From:Boring 1 at 1 Foat
c 1 0 ·c;;
c
0 II~ 0. x 0 w
I l~ ~
c
,__ "'--0 ·c;; 1
"' ExPansion " ~
0. upon
E wetting
0 2 0
0.1 1.0 10 100
APPLIED PRESSURE -ksf
Moisture Content = 12.0 percent -
Dry Density = 112 pcf
Sample of: Sandy Silty Clay
~ From: Boring 2 at 3 Feet
c 1 .9
<fl ------c ['---., 0
0. " p...._ x w 0
I ~ "-
" c 1' 0 ·c;; 1
<fl ' 1'
" Expansion
~ ~
0. upon
E
0 2 wetting
0
0.1 1.0 10 100
APPLIED PRESSURE -ksf
104 106
HEPWORTH-PAWLAK SWELL-CONSOLIDA TIOl'-1 TEST RESULTS Figure 5
GEOTECHNICAL, INC.
r
I
Moisture Content = 18.0 percent
Dry Density = 110 pcf
Sample of: Sandy Silty Cloy
I
From: Boring 3 at 5 Feet
0
rL I I I ,__
1 ~ '--_No movement
t': upon
c 2 " wetting
0 '.I ·;;;
"' '\ " ~
0.
E 3
0 \b
()
4
j
0.1 1.0 10 100
APPLIED PRESSURE -ksf
Moisture Content = 5.3 percent
Dry Density = 120 pcf
Sample of: Silty Sand
From:Boring 4 at 5 Feet
0
-i--1--h-,_._
1
t': Compression ,,~ -r--.... _
c upon
0 wetting ·;;; 2
"' ~ " ~ a.
E ""' 0 3 () " )
4
0.1 1.0 10 100
APPLIED PRESSURE -ksf
104 106
HEPWORTH-PAWLAK I SWELL-CONSOLIDATION TEST RESULTS Figure 6
GEOTECHNICAL, INC. I
I
Moisture Content = 9.5 percent
Dry Density = 112 pcf
I Sample of: Sandy Silty Cloy
I From: Boring 5 at 1~ Feet
2
~
c 1 0 ~ ·;;
c
0
. "'-"' Q.
x 0 w I I I ~· '
I
I
]'-._ p
~
:s 1 ·;;
"' Expansion
" ~ upon
Q.
E 2
wetting
0
(.)
0.1 1.0 10 100
APPLIED PRESSURE -ksf .
Moisture Content = 8.2 percent
Dry Density = 107 pcf
Sample of: Very Sandy Silty Clay
From:Boring 6 at 5 Feet
I{
c 1 0 ·;;
c
0
Q. x 0 w
I
I ~~ c "" 0 1 ·;;
"' Expansion '""' " ~ upon
Q. " E wetting
0
(.)
0.1 1.0 10 100
APPLIED PRESSURE -ksf
104 106
HEPWORTH-PAWLAK SWELL-CONSOLIDATION TEST RESULTS Figure 7
GEOTECHNICAL. INC.
[
HEPWORTH-PAWLAI< GEOTECHNICAL, INC.
TABLE 1 Job No. 10~ 106
SUMMARY OF LABORATORY TEST RESULTS
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR
130RING DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE
(%) (%) SIEVE
(R) (O/o} (pcf) . (O/o) (o/o) (PSF) .
J 1 J 1.7 110 Sandy silty clay
5 18.3 107 74 1400 Sandy clay ancl silt .
-----
2 " 12.0 112 Sandy silty clay ~ .
-------·-~-
" 5 J 8.0 11 0 88 Sandy silty clay -' ------·-
-----------------------·
4 5 5.3 120 29 Silty sand
----
------
5 I y, 9.5 112 Sandy silty clay
5 18.8 103 91 1950 Slighlly sandy silty day
-
6 5 8.2 107 64 Very sandy silty clay
--
.
~tech
HEPWORTH -PAWLAK GEOTECHNICAL
June 23, 2004
Rifle Ski Corporation
Attn: Bob Regulski
P.O. Box 9
Rifle, Colorado 81650
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone' 970-945-7988
fac 970-945-8454
email: hpgeo@hpgeorech.com
Job No. 104 106
Subject: Gamma Radiation Survey, Proposed Big R Commercial Park, 28485
Highway 6, East of Rifle, Garfield County, Colorado.
Dear Mr. Regulski:
As requested, we have performed a radiation survey at the subject site. The findings and
conclusions of our survey are presented in this report. We previously conducted a
preliminary subsoil study for the commercial development and presented our findings in a
report dated February 24, 2004, Job No. I 04 I 06.
Proposed Development: The proposed development consists of a 16 lot commercial
subdivision. The commercial buildings will likely consist oflarge steel frame, metal skin
structures and will be serviced by individual wells and septic disposal systems.
Site Conditions: The area of the proposed development is located to the east of Rifle and
is bordered on the south side by Highway 6. Existing commercial buildings are located
on Lots 2 through 6 of the development. The site consists of previously irrigated
farmland with irrigation ditches along the northern side of the property. The ground
·surface on the property is relatively flat with a slight slope down to the southwest.
Vegetation outside the developed areas consists of scattered brush and trees, grass and
weeds.
Radiation Survey: A gamma radiation survey was conducted in the development area
on June 21 and 22, 2004. Gamma radiation measurements were taken on about 200 foot
spacings throughout the property with additional measurements taken adjacent existing
buildings to evaluate potential imported backfill using a Ludlum Model 3 survey meter
Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
Rifle Ski Corporation
June 23, 2004
Page 2
and Ludlum Model 44-9 detector. The readings were taken about 2Yi feet above the
ground surface. The survey points and readings are summarized on Figure 1. The 56
readings ranged from 0.015 to 0.03 millirems per hour with an average of about 0.025
millirems per hour. Background readings taken approximately V. mile to the east of the
property were 0.02 millirems per hour.
Conclusions: The gamma radiation readings taken at the site appear to be typical of
natural background levels in the area. No mitigation of the radiation should be required.
If you have any questions or need further assistance, please call our office.
Sincerely,
Jordy Z. Adamson, Jr.
Rev. by: SLP
JZA/ksw
attachment Figure I -Location of Radiation Survey Points
Job No. 104 I 06
~tech
104 106
APPROXIMATE SCALE
1" = 250'
.03
.03
.02
.025
I
.02
.025
.03
.02 .025
,-....,
L -_J
.02 .025
,.,,-"..02
\ >
.02 .02\-/
.02
.025
.025
.02
.02
.015
.025
.025
.025
EXISTING
BUILIDINGS
(TYPICAL)
.025
.025
0s
LEGEND:
•. 015
.02 .025
.025
.03 .03 I .03
I
I
.025 I
.025 I .03
I
I
.025 I
025 I .025
I
.025
.025 .03
.025
.02 I .025
I
I
.025 .03 I
I .025
\
,,.
----"·']..I<.
0 Vo
:-lli'"{
yfi'
RADIATION SURVEY
POINT,READINGS IN
MILLIREMS PER HOUR
.025
ACCESS
EASEMENT
---------
HEPWORTH-PAWLAK
GEOTECHNICAL, INC. LOCATION OF RADIATION SURVEY POINTS Figure
SCS MAPS & TABLES
WILDLIFE REPORT AND VEGETATION PLAN
i I
* j 40-Kim loam, 3 to 6 . percen.t slopes.I. This deep,
well drained, gently to sloping soil 1s on alluvial fans and
benches. Elevation ranges from 5,000 to 6,000 feet. This
soil· formed in alluvium derived from shale and sand-
stone. The average annual precipitation is about 12
inches, the average annual air temperature is about 46
degrees F, and the average frost-free period is about
125 days.
Typically, the surface layer is yellowish brown or light
yellowish brown loam about 17 inches thick. The under-
lying material is light brownish gray loam to a depth of
60 inches. In places the underlying material is stratified
with fine sandy loam.
Included with this soil in mapping are small areas of
Arvada and Olney soils that have slopes of 3 to 6 per-
. cent. These areas make up 5 to 15 percent of the map
unit.
Permeability is moderate, and available water capacity
is high. Ettective rooting depth is 60 inches or more.
Surface runott is slow, and the erosion hazard is moder-
ate.
This soil is used mainly for crops, hay, and pasture.
Alfalfa, small grains, and grass or grass-legume mixtures
are grown. .
This soil is irrigated by flooding or furrows. Sprinklers
are also suitable. Drop structures in ditches control water
and prevent excessive ditch erosion.
The native vegetation on this soil is mainly wheat-
grasses, needleandthread, and sagebrush.
When range condition deteriorates, !orbs· and shrubs
increase. When the range is in poor condition, undesira-
ble weeds and annual plants are numerous. Properly
managing grazing maintains and improves range condi-
tion. Reducing brush improves the range. Seeding im-
proves range in poor condition. Crested wheatgrass,
western whe_atgrass, and Russian wildrye are suitable for
seeding. Preparing a,. seedbed and drilling the seed are
__ .good practices. . .... _: _ ...... ··-· -· ...•..
Cottontail rabbit, ground squirrel, and pheasant find
habitat on this soil.
Use of this soil tor community development and as a
source of construction maierial is limited by low strength.
This soil is in capability subclasses Ille, irrigated, and
!Ve, nonirrigated. •
RIFLE AREA, COLORADO
TABLE 7 .--BUILDING SITE DEVELOPMENT--Continued
I
I
I
Soil name and
map symbol
1 26*:
Rock ·ou tc ro p.
21•.
Halaquepts
' '
Shallow
excavations
.28, 29------------lModerate:
Heldt ! too clayey.
' ' ' 30----------------'Moderate:
Heldt too clayey,
slope.
11----------------Heldt
32----------------Holdernes s
Variant
Severe:
slope,
too clayey.
Severe:
slope.
I 33. 3•------------Severe:
slope, r1deronso
I large stones.
I 35 •:
Ildefonso--------1Severe:
I l slope,
I large stones.
' ~ Lazear-----------/severe:
I
: depth to rock,
: slope.
' ' ~ 36, 37------------1 Severe:
Irigul ! slope,
• l depth to rock.
I I
Ii 38*: :
' Irigul-----------:severe: ~ l slope,
, , . , : depth to rock.
Dwellings
without
basements
' ' ' ' ' ' I Severe:
l shrink-swell, ! low strength.
' :severe:
: shrink-swell,
: low strength.
' ' ' ' 'Severe:
slope,
shrink-swell,
low strength.
Severe:
slope,
shrink-swell,
low strength.
,severe:
: slope, ! large stones.
' ' ' :severe:
: slope, ! large stones.
' fSevere:
: depth to rock,
f slope.
' ' 1 Severe:
slope,
depth to rock.
Severe:
slope,
depth to rock.
I I ' Starman----------lSevere: 1Severe:
: slope, ! slope,
, l depth to rock. \ depth to rock. : :
, 39----------------:severe: fSevere:
Jerry 1 slope. shrink-swell,
~ I slope. ' * ~ l ~---1------------ISlight-----------Moderate:
~ Kim ! shrink-swell •.
' 41----------------\Moderate:
"Kim l slope.
' ' I
' ' ,2----------------]Severe:
Lamphier slope.
See footnote at end of table.
1Moderate:
: shrink-swell,
: slope.
' ' ' ' :severe:
slope.
'
Dwellings
with
ba.sements
' :severe:
f shrink-swell, ! low strength.
' :severe:
l shrink-swell,
: low strength.
' ' ' ' \Severe:
slope,
shrink-swell,
low strength.
Severe:
slope,
shrink-swell,
low strength.
Severe:
slope,
large stones.
' [Severe:
! slope,
: large stones.
' ' :severe:
I depth to rock,
: slope.
I
:severe:
I slope,
l depth to rock.
I
I
:severe:
I slope,
t depth to rock.
I
I Severe:
: slope,
\ depth to rock.
I
[Severe:
'I slope,
·: shrink-swell.
I
I
l Moderate:
l shrink-swell.
I
' ' \Moderate:
: shrink-swell,
1 slope.
' ' ' ' :severe:
slope.
'
Small
commercial
buildings
Severe:
shrink-swell,
low strength.
' 1Severe:
: slope,
l shrink-swell, ! low strength.
' \Severe:
: slope,
: shrin·k-swell,
l low strength.
I
:severe:
l slope,
: shrink-swell,
J low strength.
' :severe:
t slope,
: large stones.
' ' ' ' :severe:
: slope,
I large stones.
I
I Severe:
l depth to rock,
I slope.
' ' }Severe:
f slope,
: depth to rock.
' ' ' ' lSevere:
: slope,
: depth to rock.
' ' !Severe:
: slope,
\ depth to rock.
' ' !Severe:
: shrink-swell,
r slope.
' ' I
lModerate:
: shrink-swell,
: slope.
' ' \Severe:
slope.
' ' ' ' ' ' :severe:
slope.
Local roads
and streets
Severe:
shrink-swell,
low strength.
Severe:
shrink-swell,
low strength.
Severe:
slope,
shrink-swell,
low strength.
Severe:
slope,
shrink-swell,
low strength.
Severe:
slope,
large stones.
Severe:
slope,
1 large stones.
I
'Severe:
depth to rock,
slope.
Severe:
slope,
depth to rock.
Severe:
slope,
depth to rock.
Severe:
slope,
depth to rock.
' :severe:
: shrink-swell,
l slope,
l low strength.
' ' : Moderate:
: shrink-swell,
: low strength.
:
:Moderate:
: slope,
: shrink-swell,
: low strength.
' ' :severe:
slope.
105
-!FLE AREA, COLORADO 111
TABLE 8.--SANITARY FACILITIES--Continued
Soil name and
map symbol
Septic tank
absorption
fields
' I
~9------------------lSevere:
;erry : percs slowly,
~ J slope.
·~ 40---t-------------f Moderate:
'.im : percs slowly.
' ' ' ' ' ~1------------------:Moderate:
~im l slope,
~ percs slowly.
I
.2------------------lSevere:
1.amphier : slope.
' ' ' 43------------------:severe:
,imon : per cs slowly, ! slope.
' ~4------------------!Moderate:
larval : percs slowly,
l slope.
I
•.Jlt: :
~orval-------------!Moderate:
: percs slowly, ! slope.
' Tridell------------:severe:
I slope, ! large stones.
' I · l------------------:s11ght-----------
rlihill :
I
.(------------------:severe:
ijihill l slope.
I
I
:------------------JSevere:
Northwater I slope,
l depth to rock.
I
N,, 50--------------:Moderate:
Jlney
1
: percs slo'wly.
.'·· 1 I
~1------------------:Moderate:
Jlney : percs slowly,
: slope.
,,
' . ' ~2------------------:severe:
'arachute : slope,
1 depth to rock.
... , . :
' ' I
' ' Carachute----------[Severe:
l slope,
: depth to
' ' I
Rhone--------------lSevere:
: depth to
I
rock.
rock.
See footnote at end of table.
' ' '
Sewage lagoon
areas
I Severe: ! slope.
' ' ' :Moderate:
: slope,
: seepage.
' ' 'Severe:
slope.
Severe:
slope.
Moderate:
slope.
Severe:
' slope.
Severe:
slope.
Severe:
seepage,
slope,
large stones.
Severe:
seepage.
1Severe:
: slope, ! seepage.
' 1 Severe:
slope.
Moderate:
seepage,
slope.
Severe:
slope.
Severe:
slope,
depth to rock,
seepage.
rSevere:
: slope,
: depth to rock, ! seepage.
' :severe:
slope.
' '
Trench
sanitary
landfill
' lSevere:
1 slope.
' ' ' '
' I
Area
san 1 tary
landfill
'Severe:
slope.
' ' '
Daily cover
for landfill
I Poor:
I slope.
I
' ' :slight-----------Slight-----------lGood.
' ' ' ' I
ISlight-----------1Moderate:
l ! slope.
I
:severe:
I slope.
' '
' ' ' 1 Severe:
slope.
' '
I
'Fair:
slope.
Poor:
slope.
I Severe: Slight-----------Poor:
\ too clayey.
' ' I
too clayey.
I Moderate:
too clayey.
Slight-----------1Fair:
I
' ' ' ' :Moderate:
l too clayey.
' ' l
: Severe·:
: seepage,
I large stones.
I
' ' ' I
lModerate:
l slope.
I
' ' :severe:
l slope, ! seepage.
' ' ' ' ' :severe: :severe:
: seepage. : seepage.
1 :
l Severe: : Severe:
I seepage. ! slope,
I I seepage. : :
: too clayey.
I
' ' lFair:
I slope,
] too clayey.
' Poor:
slope,
large stones.
Poor:
small stones.
Poor:
slope,
small stones.
I Severe: : Severe: 1 Poor:
: slope, l slope. I slope.
t depth to rock. l :
' ' ' ' ' ' fSlight-----------:Slight-----------lFair:
: \ l small stones.
' ' ' ' ' ' 1 I l
lSlight-----------:Moderate: 'Fair:
I l slope. small stones,
' ' :severe:
l slope,
I depth to
seepage.
' ' :severe:
: depth to ! seepage,
' ' ' :severe:
depth to
rock,
rock,
rock.
: slope.
' ' : Severe:
l slope,
seepage.
I
' ' ' ' :severe:
I slope,
: seepage.
I
I
I Moderate:
I slope.
Poor:
slope,
small stones,
area reclaim.
Poor:
slope,
small stones,
area reclaim.
1Fair:
I small stones,
thin layer,
slope.
'" LE AREA, COLORADO
TABLE 9.--CONSTRUCTION MATERIALS--Continued
Soil name and
map symbol
' ' ' }_ -----~-------------I Poor:
Road fill
.Terry l shrink-swell,
: slope,
io-~---------------\F~~~: ::::::::: -.~· :
1· -------------------:Fair:
~.m ! low strength.
' ' ' l?~-------------------:Poor:
~phier : slope.
' ' I -------------------1Poor:
Limon l low strength,
\ shrink-swell.
I
I' ·------------------l Fair:
Murval low strength,
shrink-swell,
frost action.
I
' -' Mnrval---------------lFair:
I low strength,
l shrink-swell,
1
1 frost act ion.
' ' ' '
Sand
' '
Gravel
' ' Unsuited-------------lUnsuited-------------:Poor:
I l slope,
Topsoil
l l too clayey,
f I large stones.
' ' ' ' Unsuited-------------IUnsuited-------------IGood.
' ' ' ' ' ' Unsuited-------------lUnsuited-------------'Fair:
: slope.
' ' I
Unsuited-------------lUnsuited-------------Poor: ! slope.
' Unsuited-------------lUnsuited-------------Poor:
too clayey.
I
' ' ' Unsuited-------------'Unsuited-------------Good.
I Unsuited-------------Unsuited-------------Fair:
slope. ' ' ' ' ' ' ' ' ' ' ~dell--------------:Poor: :unsuited-------------1Unsuited-------------1Poor:
: large stones. · I slope,
: l large stones.
' ' I I I I
.f -------------------IGood-----------------1 Unsuited-------------IUnsuited-------------IPoor:
1._.1ill : I I small stones,
1 : I area reclaim.
I I l
·7--------------------'Fair: Unsuited-------------' Unsuited-------------: Poor:
iill slope. : slope,
.: small stones,
l area reclaim.
f ------------------Poor: hvrthwater slope.
~. 50----------------iFair:
cn.,ey i., J low strength.
' 1--------------------IFair:
( .ey I low strength.
I
l
2--------------------'Poor:
r achute slope,
,. .
thin layer,
area reclaim.
f_. achute------------Poor:
thin layer,
area reclaim.
ne----------------1 Fair:
thin layer,
low strength.
See footnote at end of table.
I
Unsuited-------------Unsuited-------------lPoor:
I slope.
l
Unsuited-------------1Unsuited-------------IFair:
I small stones.
' ' ' 1 Unsuited-------------lUnsuited-------------lFair:
l : I small stones,
l : slope.
' ' ' ' ' :unsuited-------------'Unsuited-------------JPoor:
1 : slope,
I area reclaim.
I
I
I
Unsuited-·-----------Unsuited-------------lPoor:
I slope,
l area reclaim.
I
Unsuited-------------Unsuited-------------iFair:
slope,
small stones.
117
rlmllll ............ ________________ ~~~~
.22
Soil name and
map symbol
' ' '
Pond
reservoir
areas
34------------lSeepage,
lldefonso l slope.
' ' ' ' ' ' ........ defonso--------1 Seepage,
1 slope.
' ' ' '
TABLE 10 .. --WATER MANAGEMENT--Continued
' I
Embankments,
dikes, and
levees
' ' '
Drainage
!Large stones---1 Slope,
' ' ' ' ' I
!Large
' ' ' ' ' '
large stones.
stones---Slope,
large stones.
Irrigation
' ' '
Terraces and
diversions
Slope, !Large stones,
'
large stones,
draughty.
/ slope.
' ' ' ' :slope, :Large stones,
: large stones, ! slope.
: draughty. 1
' ' ' ' zear-----------!Depth to rock, :thin layer-----Depth to rock, :Rooting depth, 1Depth to rock,
: slope.
' ' 30, 37------------1 Slope,
·igul depth to
:,..,-':
' ' I Thin
rock. 1
' ' I Thin
slope.
layer~----iDepth to rock
' '
' ' layer-----:Depth to rock
! slope. ! slope.
' ' 1 Slope, I Depth to rock,
rooting depth,: slope.
draughty.
I
Slope, [Depth to T-igul-----------Slope,
depth to rock. l I rooting depth,! slope.
' ' droughty. !
' ' ' ' ' ' Starman----------Slope, IThin layer-----IDepth to rock 1Slope, lSlope,
depth to rock.l : l rooting depth.: depth to rock.
: 1 : l
·---------------Slope----------:Hard to pack---ISlope, :slope, [Slope,
-Jerry : : percs slowly. : percs slowly. l percs slowly.
I I I I
SOIL SURVEY
Grassed
waterways
Slope,
large stones,
draughty.
Slope,
large stones,
l draughty.
' ' :slope, ! rooting depth.
' /Slope,
: rooting depth,
I draughty.
I
' ' : Slope,
: rooting depth,
l draughty.
Slope,
rooting depth.
Slope,
percs slowly.
I I I t ~v~------------1 Slope, [Piping---------1Slope----------/Slope----------1Favorable------Favorable.
";.m l seepage. : : : 1
• ' I I I f I
I I I I I
01---~------------!Slope, :Piping---------:siope----~-----lSlope----------lSlope----------Slope.
_m : seepage. ! l : I
f : l I I
·---------------[Slope, lPiping---------!Slope----------lSlope----------1 Slope----------Slope.
Lamphier I seepage. ! : l
I l I I r r 1 1
4j----------------'Slope----------1Hard to pack---IPercs slowly, [Peres slowly, Peres slowly---Peres slowly.
lm:>n : : slope. l slope.
)''·----------------.. orval
Slope,
seepage.
' ' ' ' lFavorable------ISlope----------Erodes easily, Erodes easily ,Erodes easily.
l l slope. I
' ' ' ' ' ' •: I I l
Morval-----------Slope, lFavorable------lSlope----------Erodes easily, Erodes easily IErodes easily.
seepage. l l slope. I
I ! I l
-idell---------~'I Slope, : Large stones, : Slope, 1 Slope, 1 Slope, 1 Slope,
: seepage. l seepage. ! large stones. f draughty, : large stones. I draughty,
I l I I large stones. : l large stones.
I I l t I I
I I l I I I
•·r----------------:seepage--------ISeepage--------ISlope----------lSlope, IFavorable------/Droughty .
.. ihill : l I l draughty. l
I I I I I I
I I I I I I
.. ----------------/Seepage, /Seepage--------/ Slope----------] Slope, !Slope----------: slope,
Nihill f slope. 1 1 : draughty-. : : draughty.
t I I I I I
f I I I l I
48----------------lSlope, !Thin layer-----lSlope----------:s1ope----------]Slope----------:s1ope.
::irthwater : seepage. I I 1 I l
I I I I I I
I I I I l I
----------------1Seepage--------!Favorable------1Favorable------1Favorable------1Favorable------:Favorable.
ulney : l I : 1 :
" l : : ! : : ~v, 51------------ISlope, IFavorable------:s1ope----------:s1ope----------lSlope----------:s1ope.
,,lney l seepage. : : · : 1 \
/ I : 1 : I
~?----------------[Depth to rock, JThin layer-----:Depth to rock, :slope, tDepth to rock, /Slope,
arachute : slope, i : slope. l droughty, : slope. : rooting depth,
seepage. l rooting depth.! I draughty.
See footnot~ at end of table.
' '
STATE OF COLORADO
Bill Owens, Governor
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF WILDLIFE
AN EQUAL OPPORTUNITY EMPLOYER
Bruce McCloskey, Acting Director
6060 Broadway
Denver, Colorado 80216
Telephone: (303) 297-1192
Northwest Regional Service Center
711 Independent Avenue
Grand Junction, CO 81505
970-255-6100
FAX: 970-255-6111
February 12, 2004
Ms. Barbara C. Burwell
Stuver & LeMoine, P.C.
120 West Third Street
Rifle, CO 81650
RE: Subdivision Application for Big R Commercial Park
Dear Ms. Burwell:
I recently had the chance to visit with Robert Regulski, and to look at the proposed commercialpark,,sit~;,
Most of.the site is surrounded by other development and is heavily used by vehicle and human tr!lffic. '
The field in the northwestern portion of the property probably provides habitat for a few small mammal
species, but the proposed development in this area will not adversely impact wildlife.
Normally, the Colorado Division of Wildlife provides comments to cities and counties for land use
referrals after a wildlife assessment has been completed, but due to the small size and .. current
disturbance on this property,. awildlife assessment.may not be needed.
Thank you for the opportunity to provide comments for this land use proposal. If you have any
questions, please contact me.
Sincerely,
t?onfJ u~
Ron D. Velarde
Northwest Regional Manager
RECEIVED rt.B 1 7 2004
cc: J. Smeltzer; D. Riggs; B. Gray; File
DEPARTMENT OF NATURAL RESOURCES, Russell George, Exerutive Director
WILDLIFE COMMISSION, Rick Enstrom, Chair• Philip James, Vice-Chair• Olive Valdez, Secretary
Members, Bernard Black• Tom Bul1<e • Jeffrey Crawford • Brad Phelps• Robert Shoemaker• Ken Torres
Ex-Officio Members, Russell George and Don Ament
PROPOSED PROTECTIVE COVENANTS
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page2
2.03 "Board of Directors" shall mean the Board of Directors of the Association, as
provided for in the Association Documents.
2.04 "Improvement" shall mean and refer to and include any and all structures and all
appurtenances thereto of every kind and type, and all other physical changes upon, over, across,
above or under a Lot or upon existing improvements located in or on a Lot, or the landscaping and
facilities within right-of-way adjacent to a Lot. This definition shall include, but shall not be limited
to, the following facilities and activities, whether of a permanent or temporary nature: buildings,
outbuildings, parking structures and garages, parking lots and other parking areas, streets, roads,
traffic control devices · dri s, bikew ys, ac f:g areas, signs, canopies,
awnings, trellises, fences, den dsca , as at os, recreational facilities,
walkways, pedestrian ma! ty de es and bridges, construction
trailers and other tempor g walls, etaining walls, stairs, docks,
windbreaks, exterior air conditioning, lighting fixtures, drainage structures, communications
equipment including but not limited to microwave dishes and relay equipment, coaxial and fiber
optic cables, satellite transmitting and/or receiving ground stations, poles, pumps, wells, tanks,
reservoirs, pipes, lines, meters, towers, and other facilities used in connection with water, sewer, gas,
electric, telephone, regular or cable televisions, or other utilities, changes to any improvement
provided that with respect to such facility constructed (in behalf of or for a utility, such facilities is
included in this definition only to the extent it is above ground. "Improvement" as defined herein
shall not include improvements, alterations or remodeling which are completely within the interior
of a structure and which do not affect or change the exterior appearance of an improvement, are not
visible from the outside and do not alter the permitted use of Lot as defined in Article III.
2.05 "Lot" shall mean and refer to each of the lots within the Big R Commercial Park as
shown on the final plat thereof recorded with the Clerk and Recorder for Garfield County, Colorado,
as said final plat may be amended from time to time.
2.06 "Maintenance" shall mean and refer to any activity or function that is necessary on
an ongoing basis or intermittently for the purposes of: (a) maintaining and/or operating any vacant,
unimproved land; and/or (b) maintaining and/or operating improvements before, during and after
construction or installation of such improvements; and/or (c) for the purpose of enabling or
facilitating the permitted use of any Lot.
2.07 "Owner" or "Lot Owner" shall mean and refer to the record owner, whether one or
more persons or entities, including Declarant, of a fee simple title interest in and to any Lot within
the Subdivision. "Owner" or "Lot Owner" shall not mean or refer to any person or entity who holds
an interest in a Lot merely as security for the performance of a debt or other obligation; or pursuant
to an easement, right-of-way, or license that pertains to or affects a Lot or Lots, or appurtenant to,
a Lot or Lots.
2.08 "Subdivision" shall mean and refer to the Big R Commercial Park as described by
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 3
land area on Exhibit A attached hereto and as shown on the final subdivision plat thereof recorded
with the Garfield County Clerk and Recorder, as it may be properly amended from time to time.
ARTICLE III
PERMITIED USES
3.01 Permitted Uses. Subject to the covenants, conditions, restrictions and reservations
set forth in this Declaration, all Lots shall be used solely for such nomesidential uses as are allowed
within the Commercial General zoning district, of Garfield County, Colorado, under the conditions
set forth herein. This De · amende to pr · · "al use on specific Lot(s)
with approval of the Bo C unty and pursuant to a
resubdivision process incl roval of a water supply plan,
payment of school impac ees vi review required by the land
use code of Garfield County then in effect.
3.02 Pre-existing Agricultural Uses. It is anticipated that the Big R Commercial Park
Subdivision will be developed over time and that pre-existing agricultural uses of the property will
be allowed to continue in a manner consistent with that development. As a result, pre-existing
agricultural uses on portions of the Property shall not be subject to the restrictions of this
Declaration.
ARTICLE IV
ASSOCIATION MEMBERSHIP AND VOTING RIGHTS
4.01 Purpose. The purpose of the Association is to administer and enforce the covenants,
conditions and restrictions set forth in this Declaration, and otherwise administer and enforce the
provisions of all Association Documents, and to carry out the purposes herein stated and the
functions necessary for the proper use and maintenance of all Lots within the Subdivision.
4.02 Membership in Association. All Lot Owners in the subdivision shall be members of
the Association and consent to all terms and conditions set forth in this Declaration and all
Association Documents. Membership shall be appurtenant to and may not be separated from
ownership of any Lot. The vote for such Lot shall be exercised by one person or alternate persons
(who may be a tenant of the Owner) appointed by proxy in accordance with the Bylaws.
4.03 Transfer of Membership. An Owner shall not transfer, pledge, encumber or alienate
his membership in the Association in any way, except upon the sale or encumbrance of his Lot and
then only to the purchaser of his Lot.
4.04 Board of Directors. The affairs of the Association shall be governed by a Board of
Directors, consisting of not fewer than three (3) persons in accordance with the Bylaws, except that
there need be only as many Directors as there are Owners of Lots. The Directors may be nomesidents
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page4
of Colorado, but all Directors must be Owners of Lots, which in the case of corporate or partnership
owners, shall include the general partners, officers and directors of each such corporate or
partnership Owner, provided that so long as Declarant is the Owner of six ( 6) or more Lots, any
person may serve as a Director and the exclusive right to vote for the election of the Board of
Directors shall be vested solely in Declarant. Once the Declarant no longer has exclusive right to
vote for the election of the Board of Directors, the Directors shall be elected at the annual meeting.
4.05 Voting Rights. Appurtenant to ownership of Lots 3 through 10 is one (I) vote each,
Lot 2 is two (2) votes, and Lot 1 is four ( 4) votes. Such votes are for the purpose of all Association
matters regardless of whe r enti · . Votes may not be voted
in fractions. When more t t, all such Owners shall be
members and the vote for agree, but in no event shall
more votes be case for ea s . If the Owners of a Lot do
not agree as to the manner in which their vote(s) should be cast when called upon to vote, then they
shall be treated as having abstained.
4.06 Compliance with Association Documents. Each Owner shall abide by and benefit
from each provision, covenant, condition, restriction and easement contained in this Declaration, and
all Association Documents. The obligations, burdens and benefits of membership in the Association
concern the land and shall be covenants running with each Owner's Lot for the benefit of all other
Lots.
4.07 Association Expenses. Expenses of the Association include, but are not limited to,
expenses associated with the Association's responsibilities for road and access easement
maintenance, permit compliance, roadside landscaping, operation and maintenance of the fire
protection system and the water supply therefor, well water augmentation from West Divide Water
Conservancy District, oversight maintenance of the individual sewage disposal systems, and
operation and maintenance of the drainage path along and culverts under Highway 6 & 24 to the
extent not maintained by the Colorado Department of Transportation. Unless allocated separately
under the Association Documents or specifically attributable to one or more Lots, the expenses of
the Association shall be allocated as follows: Lot 1 -28.60%, Lot 2 -14.28%, and Lots 3 through
10 -7.14% each. Each Lot Owner shall pay its share of all such expenses in accordance with the
Association Documents. Failure to timely pay any amounts, in whole or in part, may be enforced
as a violation of these covenants.
ARTICLEV
ASSOCIATION FUNCTIONS AND DUTIES
5.01 General Authoritv. The Association shall fulfill its obligations as required under the
Association Documents. Additionally, the Association may do all things reasonably necessary or
desirable to keep and maintain the Subdivision as a secure, attractive and desirable commercial
development.
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 5
5.02 Right to Make Rules and Regulations. The Association shall be authorized to and
shall have the power to adopt, amend and enforce rules and regulations applicable to the Subdivision
to implement the provisions of this Declaration and all Association Documents. The Association
may provide for enforcement of any such rules and regulations through reasonable and uniformly
applied fines and penalties, or other reasonable and appropriate sanctions. Each Owner, lessee, guest
and member of the general public shall be obligated to and shall comply with and abide by such rules
and regulations and pay such fines or penalties upon failure to comply with or abide by such rules
and regulations and such unpaid fines and penalties shall be enforceable in accordance with the
Association Documents and applicable law.
5.03 fi ientlydetailedtoconduct
Association affairs and to cable law, including records
adequate to document un ge ess ts sociation. All financial and
other records shall be made available for examination by any Owner in accordance with applicable
. law. The Association may charge a reasonable fee for copying such material.
5.04 Implied Rights of the Association. The Association may exercise any right or
privilege granted in the Association Documents and, except to the extent limited by the terms and
provisions of this Declaration, given to it by law, and shall have and may exercise every other right,
privilege, power and/or authority necessary or desirable to fulfill its obligations under the
Association Documents.
5 .05 Association Documents. Each Owner shall comply with and benefit from each term,
provision, covenant, condition, restriction, reservation and easement contained in the Association
Documents. The obligations, burdens and benefits of membership in the Association touch and
concern the Property and are, and shall be, covenants running with each Lot for the benefit of all
other Lots.
5.06 Indemnification. The Association shall be obligated to and shall indemnify and
defend Declarant and hold it harmless from all liability, loss, cost, damage and expense, including
without limitation attorneys' fees and disbursements, arising with respect to any operations of the
Association.
5.07 Owner's Negligence. In the event that the need for maintenance, repair or
replacement of Association property (~, the fire protection water supply) or of any roadway,
access, drainage or other easement maintained by the Association caused throngh or by the negligent
or willful act or omission of an Owner or an Owner's guest or lessee, then the expenses incurred by
the Association for such maintenance, repair or replacement shall be a personal obligation of such
Owner; and, if an Owner fails to repay the expenses incurred by the Association within seven (7)
days after notice to the Owner of the amount owed, then snch failure shall be a default by the Owner
under the provisions of this Declaration, and such expenses shall automatically become a default
assessment determined and levied against such Lot, enforceable by the Association.
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page6
5.08 Enforcement of Association Documents. The Association or any aggrieved Owner
may take judicial action against any Owner to enforce compliance with the Association Documents
and Association rules to obtain damages for noncompliance or for injunctive relief, or both, all to
the extent permitted by law.
ARTICLE VI
ASSESSMENTS
6.01 Obligation. Each Owner, by accepting a deed for a Lot, is deemed to covenant to pay
to the Association (i) a by th ors as necessary to meet
the expenses incurred or a erfi lions of the Association; (ii)
special assessments for c r p ated in this Declaration; and
(iii) default assessments w ich , y s s i a wner's failure to perform an
obligation under the Association Documents or because the Association has incurred an expense on
behalf of the Owner under the Association Documents. No Owner may waive or otherwise avoid
personal liability for the payment or the assessment provided for in this Declaration by abandoning
or leasing a Lot, or otherwise.
6.02 Pui:pose of Assessments. The assessments shall be used exclusively to promote the
health, safety and welfare of the Owners and occupants of the Subdivision, and to fulfill other areas
of Association responsibility referred to in the Association Documents.
6.03 Budget. Within thirty (30) days after the adoption of any proposed budget for the
Association, the Board of Directors shall mail, by ordinary first-class mail, or otherwise deliver a
summary of the budget to all Owners and shall set a date for a meeting to consider ratification of the
budget not less than fourteen (14) nor more than sixty ( 60) days after mailing or other delivery of the
summary. Unless at that meeting Owners representing more than sixty percent (60%) of all votes
entitled to be cast on Association matters reject the budget, the budget is ratified, whether or not a
quorum is present. In the event that the proposed budget is rejected, the periodic budget last ratified
in accordance with this Section must be continued until such time as the Owners ratify a subsequent
budget proposed by the Board of Directors. The Board of Directors shall adopt a budget and submit
the budget to a vote as provided herein no less frequently than annually. The Board of Directors
shall levy and assess the Association's annual assessments in accordance with the annual budget.
6.04 Annual Assessments. Annual assessments for Association expenses shall be based
upon the estimated cash requirements as the Board of Directors from time to time determine to be
paid by all of the Owners. Estimated Association expenses include but are not limited to the cost
of routine Association affairs; expenses of management, taxes and special governmental
assessments; insurance premiums for insurance coverage as deemed desirable or necessary by the
Association, maintenance of Association property or property for which the Association is
specifically responsible; road maintenance, repair and improvement, wages, charges consistent with
the provisions of the Association Documents; legal and accounting fees; expenses and liabilities
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 7
incurred by the Association under or by reason of the Association Documents; payment of any
default remaining from a previous assessment period; and the creation of a reasonable contingency
or other reserve or surplus fund for Association business, as needed. Annual assessments shall be
payable on a prorated basis each year in advance and shall be due as determined by the Board of
Directors. The omission or failure of the Association to fix the annual assessments for any
assessment period shall not be deemed a waiver, modification or release of the Owners from their
obligation to pay the same.
share of the Association
provisions of this Declara
of Directors may reason
insurance carried for and
Each Owner shall be responsible for the Lot's
ivid ts equally, subject to the
n o the contrary, the Board
cost of premiums for any
6.06. Special Assessments. In addition to the annual assessments authorized above, the
Board of Directors may at any time and from time to time determine, levy and assess in any fiscal
year a special assessment applicable to that particular fiscal year and for any such longer period as
the Board ofDirectors may determine. Any amounts determined, levied and assessed pursuant to this
section shall be assessed to the Lots equally, unless otherwise provided for in this Declaration ..
Special assessment shall be based on a budget adopted by the Association as provided above, except
that if necessary, the Association may adopt a new budget prior to levying a special assessment.
Such special assessment(s) shall be due and payable as determined by the Board of Directors.
6.07 Default Assessments. All monetary fines assessed against an Owner pursuant to the
Association Documents, or any expense of the Association which is the obligation of an Owner or
which is incurred by the Association on behalf of the Owner pursuant to the Association Documents,
shall be a default assessment and shall become a lien against such Owner's Lot( s) which may be
foreclosed or otherwise collected as provided in this Declaration. Notice of the amount and due date
of such default assessment shall be sent to the Owner subject to such assessment at least thirty (30)
days prior to the due date.
6.08 Effect of Nonpayment Assessment Lien. Any assessment payment or installment
thereof, whether pertaining to any annual, special, default or other assessment, which is not paid
within thirty (30) days after its due date shall be delinquent. If an assessment installment becomes
delinquent, the Association, in its sole discretion, may take any or all of the following actions:
(a) Assess a late charge for each delinquency in such amount as the Association deems
appropriate.
(b) Assess an interest charge from the date of delinquency at the yearly rate of eighteen
percent (18%) per annum;
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page8
( c) Suspend the voting rights of the Owner during any period of delinquency;
( d) Accelerate all remaining assessment installments so that unpaid assessments for the
remainder of the fiscal year shall be due and payable at once; and
( e) Bring an action at law against any Owner personally obligated to pay the delinquent
assessments; and
(f) Vote to approve the recording of a lien for all delinquent assessments, and upon
approval, the offic of th er for Garfield County,
Colorado, y th or anaging Agent of the
Associatio · thereon, which notice shall
contain: I s e e o nterest accrued thereon; (2)
a legal description of the-property owned by the delinquent Owner; and, (3) the name
of the delinquent Owner(s). Such notice oflien shall be effective to establish a lien
against the interest of the Owner(s) in the Lot(s) together with interest at the rate set
forth above on the amount due from the date thereof, administrative fees, recording
fees, cost of title search obtained in connection with such lien and the foreclosure
thereof, and court costs and reasonable attorneys' fees that may be incurred in the
preparation and enforcement of such a lien.
The Association may institute foreclosure proceedings against the defaulting Owner's Lot
in the manner for foreclosing a mortgage on real property under the laws of the State of Colorado.
In the event of any such foreclosure, the Owner shall be liable for costs and fees thereof, including
but not limited to the amount of all unpaid assessments, any penalties and interest thereon, the cost
and expenses of the foreclosure proceeding and sale, the cost and expenses for filing the notice of
the claim and lien, title search, foreclosure certificate, and all reasonable attorneys' fees and costs
incurred in connection therewith.
The Association shall have the power to bid on a Lot at foreclosure sale and to acquire and
hold, lease, mortgage, and convey the same. While a Lot is owned by the Association following
foreclosure; (a) no right to vote shall be exercised on its behalf; (b) no assessment shall be levied on
it; and ( c) each other Lot shall be charged, in addition to its usual assessment, its equal pro rata share
of the assessment that would have been charged such Lot had it not been acquired by the
Association.
The lien of the assessments will be superior to and prior to any homestead exemption
provided now or in the future by the law of the State of Colorado, and to all other liens and
encumbrances except liens and encumbrances recorded before the date of the recording of this
Declaration, and except the lien of a first deed of trust holder, and except liens for governmental
assessments or charges imposed against a Lot by a Colorado governmental or political subdivision
or special taxing district or any other liens made superior by statute. The foregoing lien and the
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 9
rights to foreclosure thereunder shall be in addition to, and not in substitution for, all other rights and
remedies which the Association may have hereunder and by law, including suit to recover a money
judgment for unpaid amounts.
6.09 Personal Obligation. The amount of any assessment chargeable against any Lot shall
continue to be a debt of the Lot as well as a personal and individual debt of the Owner of same. No
Owner may exempt himself from liability for the assessment by abandonment, lease or sale of his
Lot or otherwise. Suit to recover a money judgment for unpaid assessments, any penalties and
interest thereon, the cost and expenses of such proceedings, and all reasonable attorney's fees in
connection therewith sh · ble with.. ut forF · ing the assessment lien
provided in this Declarati
T L I
ARCHITECTURAL AND DESIGN CONTROL
7.01 Design of Property. It is the specific intent of the Declarant to assure that all
development and improvement of the Lots is accomplished within the bounds of this Declaration.
The design standards set forth herein or as may be adopted hereafter shall be interpreted and applied
to serve such intent.
7.02 Adoption of Standards. The Association may, but is not required to, promulgate,
adopt, and amend design standards or guidelines consistent with these covenants and additional to
those set forth in Article VIII. A current copy of the adopted, written design standards or guidelines,
if any, shall be furnished to each Lot Owner upon written request.
7.03 Obligations with Respect to Zoning and Subdivision. All improvements and uses of
a Lot shall fully comply with all zoning, land use, and subdivision statutes and regulations and
conditions applicable to such Lot.
7.04 Architectural Control. No Improvement on any Lot shall be commenced, erected or
maintained, nor shall any exterior addition to or change or alteration therein be made until the plans
and specifications showing the nature, kind, shape, height, materials, and location of the same shall
have been submitted to in writing and approved as to harmony of external design and location in
relation to surrounding structures and topography by the Board of Directors of the Board. In the
event the Board of Directors fails to approve or disapprove such design within thirty (30) days after
said plans and specifications have been submitted to it, approval will not be required and this Article
will be deemed to have been fully complied with.
7.05 Enforcement. Any violation of these covenants for architectural and design review
shall constitute a violation of this Declaration and all Association Documents, subject to enforcement
by the Association. The Association is specifically authorized to impose appropriate fines, penalties
or other sanctions against a Lot Owner for violation of the architectural and design review covenants,
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page IO
standards and guidelines, and any such monetary fine or penalty shall constitute a default assessment
under Article VI and may be collected as such.
ARTICLE VIII
CONSTRUCTION AND DESIGN STANDARDS
8.0 I Construction Standards. Construction or alteration of any Improvement( s) shall meet
the standards set forth in these covenants and shall promptly and diligently be completed. For the
purposes of these covenants, when a construction material is specified herein, another material may
be used in lieu thereof, · erial is uival · the specified material.
8.02 Finishes.
concrete, marble, anodize
e brick, stone, metal, steel,
anently finished materials.
8.03 Sidewalks. Sidewalks of design standards and in locations required by the County
shall be maintained by the Owner of that Lot on which the sidewalk is located.
8.04 Landscaping. Any portion of a Lot upon which Improvements are not constructed
may be landscaped in accordance with available legal and physical water supply for Lot.
8.05 Screening. All trash areas (and dumpsters) shall be maintained in permanently
screened and fenced enclosures which shall not be visible to any other lot or from any dedicated
street.
8.06 Illuminations. Overnight security type lighting, and lighting or parking, truck
service/receiving areas and outdoor storage areas will require fixtures that are of a sharp cut-off
design which allow minimal light spill or glare onto adjacent property.
8.07 Utilities. All pipes, conduits, cables, or lines for water, gas, sewage, steam,
electricity, telephone or any other energy or service serving any Lot from any main trunk line or
easement shall be installed and maintained below ground, unless otherwise approved in writing by
the Association.
8.08 Signs. All signs shall conform with written sign standards of applicable codes, laws
and governmental regulations.
ARTICLE IX
MAINTENANCE AND OPERATION ACTIVITIES -CRITERIA
9.01 Construction Period. During construction of any Improvements, supplies and
equipment must be stored in a designated area in a safe and orderly fashion. Trash, waste and debris
must be removed on a regular basis. Unlandscaped areas shall be kept mowed and pruned, free from
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 11
plants infested with noxious insects or plant diseases and from weeds which are likely to cause the
spread of infection or weeds to neighboring property and free from brush or other growth or trash
which may cause danger of fire.
9.02 Site and Building Maintenance. All Owners shall at all times keep their premises,
buildings, Improvements, and appurtenances including parking areas in a safe, clean, and neat
condition; shall remove, replace, or repair all such items or areas not in such condition; and shall
comply in all respects with all government, health, police and safety requirements and with such
maintenance standards as may be established by the Association. Each Owner shall remove at its
own expense at least on k ish or tr h o t may accumulate on its
property and shall keep u d . R shall not be disposed of
on the premises by burnin g maintenance as described
herein is additional to sh and access easements, as set
forth in Article XIII.
9.03 Landscape and Grounds Maintenance. All landscaped or unimproved ground on all
Lots shall be maintained in a neat and adequate manner. Required maintenance activities shall
include, but not be limited to, mowing, trimming, irrigation, replacement or removal of dead,
diseased, or unsightly landscaping, removal or control of weeds from planted areas, appropriate
pruning of plant materials, and dust suppression.
9.04 Noxious Weed Management. The Association shall implement and follow a program
of noxious weed control which shall comply with all applicable requirements of Garfield County,
including but not limited to the control and elimination of plant species identified on the published
Garfield County Noxious Weed List. Each Owner shall implement a weed management program
within the area of its Lot. In the event a Lot Owner fails to effectively control noxious weeds on
its Lot, the Association shall have the right to enter upon any Lot and conduct a weed control
program.
The weed management plan will consist of the following components.
(a) Prevention and Control. The quick revegetation of disturbed areas with weed-free
grass seed and the maintenance of native or introduced vegetation in a healthy,
vigorous condition producing optimum vegetative densities will leave noxious seeds
little opportunity to establish.
(b) Inventorv. Each Lot will be inspected on at least an annual basis to identify any
infestations of noxious weeds. An accurate record should be kept of the application
and success of weed eradication efforts.
( c) Eradication. Elimination of noxious weeds will be achieved through use of all of the
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 12
following methods, as necessary:
(i) Mechanical controls which physically remove the entire weed plant or
eliminate the plant's ability to produce seed
(ii) Biological controls which rely on organisms (insect or plant pathogens) to
interfere with weed growth.
(iii) Chemical controls which use herbicides to eliminate weeds.
An effective weed
as a long term commit e in the development and
implementation of a weed , a is a ·1a through , e Colorado State University
Cooperative Extension Service and from the Garfield Counfy Office of Vegetation Management.
9.05 Additional Maintenance and Operation Activity. In addition to the foregoing
maintenance and operation activity standards, the Board of Directors may promulgate and adopt
additional maintenance and operation activity criteria that are not inconsistent with the criteria set
forth in this Article and that implement the purposes of these covenants.
9.06 On-Street Parking. No parking shall be permitted on any platted access easement or
dedicated roadway as shown on the final plat of the Subdivision or at any location other than the
paved parking spaces approved for a Lot, unless specifically allowed by the Association. Each
Owner shall be responsible for compliance with this requirement by its tenants, employees, invitees
and guests. Owners or users of vehicles parked in violation of this provision shall be subject to the
sanctions, if any are made, Rules and Regulations by the Association, that prohibit or restrict such
parking, and regardless of the existence of any government sanctions, the vehicle so parked shall be
subject to removal at the Lot Owner's expense at the direction of the Association or its
representatives.
9.07 Variances. The Association may authorize variances from the design requirements
in this Declaration or in any additional criteria promulgated and adopted as design standards when
circumstances such as topography, natural obstructions, hardship, nature ofbusiness to be conducted
or aesthetic or environmental objectives or considerations may warrant, in the sole discretion of the
Association.
9.08 Remedies for Failure to Maintain and Repair.
( d) Remedies. If an Owner or its tenant( s) fails to perform the maintenance and repairs
required by these covenants or the Association, then the Association, after ten (I 0)
days prior written notice to the Owner, shall have the right but not the obligation to
perform such maintenance and repair and to charge said delinquent Lot Owner with
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 13
(e)
the cost of such work together with the interest thereon at the maximum statutory rate
from the date of the Association's advancement of funds for such work to the date
of reimbursement to the Association by Owner, and such charges shall constitute a
default assessment. If the Owner fails to pay such default assessment to the
Association within thirty (30) days after demand therefore, the Board of Directors
may vote to approve the recording of a lien therefor in accordance with Article VI.
All unpaid amounts shall constitute a personal and direct obligation of the Lot Owner
to the Association.
Cure. If
ARTICLEX
LIMITATION OF LIABILITY
~~i!ij• recorded is cured, the
a ent by the Owner of all
and attorneys' fees and costs
10.01 No Individual Liability. Neither the Association, nor any member thereof or of the
Board of Directors, nor any agent or employee or representative of the Association shall be liable
to any Owner or other person or entity for any action or failure to act with respect to any matter
coming before the Association, if the action taken or failure to act was made in good faith and
without willful or intentional misconduct. The Association shall indemnify and hold harmless all
members, agents, employees and Association representatives from any and all reasonable costs,
damages, charges, liabilities, obligations, fines, penalties, claims, demands or judgments, and any
and all expenses, including without limitation, attorneys' fees and costs incurred in the defense or
settlement of any action arising out of or claimed on account of any act, omission, error or
negligence of such person or of the Association or the Board of Directors provided such person acted
in good faith and without willful or intentional misconduct.
10.02 No Association Liabilitv. The Association shall not be held liable for injury or
damage to person or property caused by the condition of any Lot or by the conduct of specific Lot
Owners or their tenants, agents, employees and other representatives.
ARTICLE XI
WATER AND SEWER
11.01 Potable Water Supply and Fire Protection.
(a) Ownership of Well and Appurtenant Facilities. Individual water wells for each
of Lots I through I 0 (referred to herein as Big R Wells No. I through I 0) will be constructed on
each Lot and operate pursuant to Colorado Division of Water Resources Well Permit Nos. 63775-F,
Big R Conunercial Park
Declaration of Covenants, Conditions and Restrictions
Page 14
62976-F,63776-F,63777-F,63778-F,63778-F,63779-F,63780-F,63781-F,63782-F,and63783-F,
respectively. The permit for Lot 1 authorizes withdrawal of up to 25 gallons of water per minute
with a maximum of 3.35 acre-feet per year for landscape irrigation, commercial and vehicle
washing. The permit for Lot 2 authorizes withdrawal of up to25 gallons of water per minute with
a maximum of2.24 acre-feet per year for landscape irrigation, commercial and vehicle washing. The
permits for Lots 3 though 8 and 10 authorize withdrawal of up to 25 gallons of water per minute
with a maximum of0.96 acre-feet per year for landscape irrigation, commercial and vehicle washing.
The permit for Lot 9 authorizes withdrawal of up to 25 gallons of water per minute with a maximum
of 1.51 acre-feet for landscape irrigation, commercial, vehicle washing and fire protection. Operation
of each well is dependen · ce of a nsisting of West Divide
Water Conservancy Distr· RCP(a). The Owners of
the Lots shall each own, a rest in their respective well,
well permit, pump and as c it1 r located at each respective
well, provided, however, that the Association shall, at its option, be entitled to withdraw and use 0.55
acre feet annually from Big R Well No. 9 located on Lot 9 for fire protection purposes.
(b) Easements. The Owners of the Lots are hereby granted perpetual and non-
exclusive easements for the installation use, maintenance, repair, service and replacement powerlines
and other facilities necessary for the proper operation of each well and delivery of water to the Lots
as set forth on the final plat of Big R Commercial Park Subdivision. The Association is hereby
granted a perpetual and non-exclusive easement over and across Lot 9 for the installation, use,
maintenance, repair service and replacement of Big R Well No. 9 located on Lot 9 for the proper
operation of the Well and Fire Protection System and delivery to the fire protection system as forth
on the final plat of Big R Commercial Park Subdivision.
(c) Use of Water. The Owners of the Lots shall each be entitled to use water from
their respective well only for purposes authorized by the well permit and in accordance with the
terms and conditions of the well permit. The Association shall, at its option, be entitled to withdraw
and use 0.55 acre feet annually Big R Well No. 9 located on Lot 9 for fire protection purposes.
( d) Operation. Maintenance and Repair Costs. The Association shall maintain the
West Divide Conservancy District Water Allotment Contract necessary for the withdrawal of water
from each well. The cost for the West Divide Conservancy Contract necessary for the withdrawal
of fire protection water and/or other costs of obtaining the fire protection water shall be allocated
among all Lot Owners. The cost of the West Divide Conservancy Contract necessary for the
withdrawal of the remaining water from the wells shall be allocated by the Association to the Lot
Owners using West Divide augmentation in proportion to their allocated water usage. Each Lot
Owner shall be solely responsible for the costs of maintenance, operation, repair, service and
replacement of their well, pump and associated facilities.
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 15
11.02 Provisions Which Apply To all Lot Owners and the Association.
(a) Installation of Well Facilities. Each Lot Owner is responsible to drill and install, at
its own expense, the well, power source, meter, and other facilities in and to the well.
(b) Installation of Fire Protection System. The Declarant shall be responsible for
installing the fire protection tanks and related facilities as may be necessary or
desirable for the Association's fire protection purposes. Subsequent to such
installation, the Association shall be responsible for filling and refilling the tanks,
and main · · and ting the elat · ·r · g the Association's fire
E Own st lling any early detection
ire Protection District.
( c) Meter. A totalizing flow meter and adjacent shut-off valve shall be installed for each
Lot Owner to measure the rate and total volume of water delivered from the Well
and to shut off such flow, when appropriate. The type of meter and valve as well as
its location, installation, operation and maintenance shall be approved determined,
owned, operated and maintained by the Association.
( d) Owner. The Association shall be the sole owner of any and all facilities used with
respect to the fire protection system.
( e) Limitations. The Association may read the meters and shall have the authority to
enforce the limitations on water deliveries to each Lot set forth herein pursuant to the
provisions of Article XVI hereof. In addition, the Association may terminate water
deliveries to any Lot that has for two consecutive months exceeded its maximum
monthly entitlement to water from each Well, upon receipt of a letter or other
communication from the Division of Water Resources that adverse action will be
taken if such remedy is not imposed.
(f) Conservation. Water conservation practices shall be exercised wherever practicable
throughout the development of the Lots
11.03 Fire Protection. A water supply for fire protection purposes within the Subdivision
is provided by a Fire Protection System comprised of I 00,000 gallons of water stored in tanks for
fire protection uses only, a water line, and a dry hydrant located on Lot I on the final plat. The Rifle
Fire Protection District has approved provision of the fire protection water from any source,
including well water from the well permitted for Lot 9, as described herein, river water, and hauled
water so long as the water is of appropriate quality for use by the District. The Association shall
be responsible for maintaining the Fire Protection System including, but not limited to, filling and
maintaining the water storage tanks. The Owner of Lot 9 shall have responsibility for maintaining
the well from which the fire protection water may be supplied. Lot Owners must post addresses in
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 16
a conspicuous location to be readily identifiable to the Rifle Fire Protection District. Further, each
Lot Owner is responsible for installing early detection systems approved by the Rifle Fire Protection
District on all new buildings. Lot Owner shall review each individual building with the Rifle Fire
Protection District at the building permit phase to evaluate any additional fire protection
requirements. Such additional fire protection requirements will be the responsibility of the Lot
Owner.
11.04 Potable Water Treatment Monitoring. To the extentthat water treatment systems are
required to be installed, each respective Lot Owner shall be responsible for such installation and
maintenance. lfrequire Ass. · · n, a Lot wne!! repairs or improvements
to the water treatment sys m as e to vide ta e w r.
11.05 Sewa e Di os '.At ii on ch Lots II contain a minimum of one
(I) bathroom containing a toilet and sink. All sewage disposal therefrom shall be disposed of by
means of an engineered individual sewage disposal system designed by a registered professional
engineer. Each individual sewage disposal system shall be located so as to avoid impairment during
a 100-year flood event and constructed in a manner to facilitate ready access for maintenance. Each
Lot Owner shall be responsible for the construction, operation and management of their individual
sewage disposal system.
The Association shall contract with a qualified environmental health specialist to conduct
inspections, on a bi-annual basis or such more frequent basis as the Association may deem necessary,
to determine each Lot's system(s) maintenance requirements. The Association shall have the right
to take any action necessary to enforce compliance with the operation and maintenance required for
a properly function system. Any such action shall be at the individual Lot Owner's expense.
The management plan for the operation and maintenance of the individual sewage disposal
systems is as follows:
(a) Only mild biological and water waste may be introduced into the individual sewage
disposal systems. Other wastes, including grease, must be disposed of separately.
(b) Each septic tank should be inspected annually by the Lot Owner and pumped, if
necessary, notwithstanding the Association's cleaning contract with a septic tank
systems cleaner.
(c) The septic tank should be pumped by a licensed septic tank system cleaner with
proper disposal of waste materials.
( d) The leach fields should be protected from damage or soil compaction from vehicles
driving or parking on the system.
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 17
( e) The individual sewage disposal systems should be protected from excess water from
roof drains, surface drainage, irrigation water, leaky faucets, or leaky toilets.
(f) Owners shall follow the guidelines listed in Exhibit B, Septic System Maintenance.
All wastewater disposal through the individual sewage disposal system is for "Domestic
Wastewater" applications. By law, all hazardous material are not permitted to be disposed though
the individual sewage disposal system. If caustic or hazardous material disposal is to be utilized
through an on-site nondischarging system, the system shall be designed by a registered professional
engineer and permitted t r. All n disc shall be included in the
inspection schedule idenf
All buildings that iii ui t and dispose of drain water
into a nondischarging tank system and be included in the inspection schedule identified above.
11.06 Watershed Permit. The Lots are subject to City of Rifle Watershed Permit No. 05-01,
recorded in the Office of the Garfield County Clerk and Recorder in Book _ at Page _. Such
permit is an umbrella permit for general commercial operations at the Subdivision. The Watershed
Permit requires bi-annual inspections which shall be paid for by the Association. Each Owner shall
be responsible for compliance with the conditions set forth in the Watershed Permit for its Lot.
ARTICLE XII
ACCESS AND UTILITIES
12.01 Access. Declarant has dedicated as a public right-of-way the road identified as Big
R Road and as shown on the final plat of the Subdivision and assigned to the Association the two
Colorado Department of Transportation Access Permits for the Subdivision. Public access to and
from Big R Road is via State Highway 6 & 24 pursuant to Colorado Department of Transportation
("CDOT") Access Permit No. 399020. Public access to and from Lot 1 also is currently available
via State Highway 6 & 24 pursuant to CDOT Access Permit No. 399019 and a historic unpermitted
access. The historic unpermitted access may be eliminated upon the upgrade of any CDOT permits.
Permit No. 399020 provides for 200 average daily trips for general light industrial use. Permit No.
399019 provides for 200 average daily trips for 60,000 square feet of warehousing. New permits in
compliance with current CDOT regulations and the current State Highway Access Code (2 CCR
601-1) will be required as set forth below.
12.02 CDOT Permit Compliance. The Association shall be responsible for monitoring
compliance with the terms of the permits and obtaining new or amended permits if and when
necessary as set forth below. Prior to the submission of an application for a new building permit on
any of the Lots, the Association shall obtain a trip generation estimate from a registered professional
engineer using methods approved by Institute of Transportation Engineers for the new building and
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 18
its proposed use. A trip generation estimate and the most recent up-to-date count of the actual
average daily trip analysis shall be supplied to Garfield County with any building permit application.
If the addition of the trip generation estimate to the actual average daily trips exceeds 20% of the
permitted average daily trips for the related access under the then-existing permit, the Association
shall obtain a traffic study from a registered professional engineer and new permit( s) from CDOT
as necessary.
The Association shall bear the cost of the traffic counts, trip generation estimates, traffic
studies, new permits, and any other improvements necessary to comply with the permits, including
but not limited to profes · nstructi cost~e · the results of the traffic
study, requiredimprovem ft-tu ecelellti'ooonny11 e ·g t-tumdecelerationlanes,
left-tum acceleration lane erati s, s · 'tl!flzatio nd elimination orrelocation
of one or more access poi · o hall en locate th costs to each Owner as set
forth in Section 12.03. Costs of the traffic counts, traffic studies, new permits, and any other
improvements necessary to comply with a new or amended permit providing access only to Lot 1
shall allocated solely to Lot 1.
12.03 Maintenance of Big R Road. Declarant is responsible for constructing the public
right-of-way identified on the final plat as Big R Road to Garfield County standards for a minor
collector road. Actual average daily trips for a minor collector road cannot exceed 2,500. Lot
limitations for actual average daily trips on Big R Road are as follows: Lot 1 -500; Lot 2-400; Lots
3 through 10, inclusive -200 each. Once constructed, the Association has the right to conduct
periodic traffic counts to determine that the Lot limitations are observed and to take any action
necessary to enforce compliance with the limitations. The Association also shall maintain and repair
Big R Road. Maintenance services for which the Association shall be responsible include, without
limitation, snow and ice removal, sanding, resurfacing, striping, painting, and similar services, as
well as necessary landscaping. Expenses incurred pursuant to this Article XII shall be allocated as
follows: Lot 1 -28.60%, Lot 2 -14.28%, and Lots 3 through 10 -7.14% each.
12.04 Maintenance ofEasements. Declarant is responsible for constructing the Emergem:y
Ingress/Egress as shown on the final plat of the subdivision. The Association shall maintain and
repair the Emergency Ingress/Egress as well as the Fire Tank Access as necessary. Maintenance
services for which the Association shall be responsible shall include, without limitation, snow and
ice removal, sanding, resurfacing, striping, painting, and similar services, as well as necessary
landscaping.
12.05 Utilities. Declarant hereby establishes for the benefit of each Lot and all Lots within
the Subdivision nonexclusive, common and perpetual easements for the location of utilities,
including but not limited to water, sewer, electricity, gas, telephone, telecommunication, and cable
service. The location of such easements shall be in conformity with the final plat for the
Subdivision.
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 19
ARTICLE XIII
INSURANCE AND EMINENT DOMAIN
13.01 Insurance. All Owners shall keep and maintain fire and casualty insurance upon all
Improvements upon their Lots to the full insurable value thereof, as well as public liability
insurance and such other lines of insurance as may be necessary and proper to insure the risks
associated with the activities upon an Owner's Lot.
13 .02 Taking. If there is a complete taking of a Lot by any governmental body, then the
Owner of such Lot shall b d ligatio der. ubsequent to the taking.
A partial taking that does ot 0 t s all have no effect upon
such Owner's rights and
ARTICLE XIV
RESERVED RIGHTS
14.01Lots1and2. The Owner(s) of Lot 1 and Lot 2 shall have the right to resubdivide
such Lot or condominiumize any buildings within Lot 1 and/or Lot 2 and incorporate within the
Association any such Lots or condominiums created. Any resubdivision or condominiumization
shall comply with the terms of this Declaration of Covenants, Conditions and Restrictions.
14.02. Declarant. So long as Declarant (or an entity owned 50% or more by Declarant)shall
own a Lot wit in the Subdivision, Declarant or that entity shall have the right to add property to the
Subdivision and to incorporate within the Association any property added.
ARTICLE XV
TERM AND AMENDMENT
15.01 Term. This Declaration, including all the covenants, conditions, and restrictions
hereof, shall run with and bind all property and interests therein that are a part of the Subdivision
for a period of twenty (20) years from the date hereof and thereafter shall be renewed automatically
from year to year unless sooner amended or terminated as hereinafter provided.
15.02 Amendment. Notwithstanding the foregoing, this Declaration may be amended or
terminated at any time by an instrument executed and acknowledged by Owners evidencing the
approval of no less than seventy percent (70%) of all votes entitled to be cast in the Association,
and recorded with the Clerk and Recorder of Garfield County, Colorado, provided, however, that
the section 15.02 cannot be amended without the approval of the Declarant (or an entity owned 50%
or more by Declarant). Amendments made pursuant to the provisions of this Article shall inure to
the benefit and be binding upon all property and interests therein that are part of the Subdivision.
No amendment to the requirement of conforming to Garfield County zoning or conditions of
subdivision approval may be made without the consent of Garfield County.
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 20
ARTICLE XVI
ENFORCEMENT
16.01 Enforcement Powers and Procedures. These conditions, covenants, restrictions, and
reservations may be enforced, as provided hereinafter, by each Owner, as well as by the Association
acting for itself or on behalf of all Owners, and, as provided herein and otherwise in the Association
Documents. Each Owner, by acquiring an interest in a Lot, shall be conclusively deemed to appoint
irrevocably the Association as his or its attorney-in-fact for such purposes. Violation of any
condition, covenant, restriction, or reservation herein contained shall give to the Association, and
to the Owners, or any of th bring p ocee · 1 · equity against the party
or parties violating or int ny of said on itions, restrictions, and
reservations, to enjoin the o be remedied, or to recover
damages resulting from s h.;.2J ion,. 1:1ch covenants, conditions,
restrictions, and reservations shall give to the Association acting as attorney-in-fact for all Lot
Owners the right to enter upon the premises on which the violation is occurring or has occurred and
abate, remove, modify, or replace at the expense of the Owner thereof any structure, thing, or
condition that may exist thereon contrary to the intent and meaning of the provisions hereof. Every
act, omission to act, or condition that violates the covenants, conditions, restrictions, and
reservations herein contained shall constitute a nuisance and every remedy available at law or in
equity for the abatement of public or private nuisances shall be available to the Owners and the
Association. In any such action to enforce those covenants, the prevailing party shall be entitled
to an award of reasonable attorneys' fees and costs. Such remedies shall be cumulative and not
exclusive. The failure of the Owners, or the Association to enforce any of the conditions,
covenants, restrictions, or reservations herein contained shall in no event be deemed a waiver of the
right to do so for subsequent violations or of the right to enforce any other conditions, covenants,
restrictions, or reservations, and the Owners or the Association shall not be liable therefor.
ARTICLE XVII
MISCELLANEOUS PROVISIONS
17.01 Severability: Construction. Invalidation of any of these covenants or any provision
. hereof by a court of competent jurisdiction shall not affect any of the other provisions hereof which
shall remain in full force and effect.
17 .02 Government Regulations. If an applicable county, municipal, or other governmental
regulation, rule, code, ordinance, or law is more restrictive in any respect than these covenants, it
shall supersede these covenants and govern at all times.
17.03 Notice. Any notice req\lired or permitted herein shall be in writing and mailed,
postage prepaid by registered or certified mail, return receipt requested, or hand delivered, and shall
be directed as follows: If intended for a Lot Owner or their designated representative, then to the
mailing address furnished by the Lot Owner to the Association or the County Assessor or to the Lot.
Big R Commercial Park
Declaration of Covenants, Conditions and Restrictions
Page 21
17.06 Incomoration of Plat Notes. All notes, terms and conditions set forth on the recorded
Final Plat of the Subdivision are incorporated herein by reference. To the extent a conflict arises
between these covenants and the notes, terms and conditions of the final plat, the notes, terms and
conditions of the final plat shall control.
17.07 Covenants Run with the Land. The covenants, conditions and restrictions set forth
in this Declaration shall run with the land described in Exhibit "A," such being all of the Lots
within the Subdivision, and shall be binding upon and benefit all persons having or acquiring any
interest whatsoever in said real property or any part thereof, and shall inure to the benefit of, be
binding upon, and enfor t l · r by the Declarant, its
successors in interest and in ter st and grantees, and the
Association acting on be
IN WITNESS WHEREOF, the Declarant executes this Declaration of Covenants,
Conditions and Restrictions for Big R Commercial Park this __ day of 2006.
STATE OF COLORADO )
) SS.
COUNTY OF GARFIELD )
BIG R ENTERPRISES, LLC
By: __________ _
Robert M. Regulski, Manager
By: __________ _
Peter Van Domelen, Manager
The foregoing instrument was acknowledged before me on this day of
________ , 2006, by Robert M. Regulski and Peter Van Domelen, as Managers of Big
R Enterprises, LLC.
Witness my hand and official seal.
My commission expires: -------
Notary Public
WATERSHED PERMIT
9706254136 PAGE2
IH'.FOJU.~ Tl.JI:: CITY COUNCii. OF Tl IP. CITY OF lUFLF., COLORADO
-----·--·-·--··
CONCERNING THE APl'LlCATlON FOR A WATERSHED DISTRICT PERMIT OF BIG R
ENTERPRISES, LLC TO CONSTRUCT A ·rEN LOT COMMERClALSUBDIVJSION TN THE
COLORADO RIVER WATERSHED
FINDINGS OF FACT, CONCLUSIONS OF LAW AND APPROVAL OF WATERSHED
DISTRICT PERMIT NO. 1-05
I. BACKGROUND
1. ln Decemher, 2004, Big R F.nterprises, LLC (the "Applicant") applied to !he Cily
of Rifle (the "City") for a watershed district pemi.it to construct and utilize a ten (10) lot
commercial subdivision on 32 acres accessed by Highway 6 & 24 (the "Project''). The lots will
likely be developed for commercial and light industrial uses; however, their end use were unknown
at the time of application. The legal description of the properly on which the Project will be
constructed is described on Exhibit A attached hereto aud incorpora!tod herein by this rnfercncc.
TI1e Project is located wit11in five (5) ni.iles of the City's Colorado River water intake structure
within the City's Watershed District jurisdiction and the application was submitted pursuant to
City of Rifle Ordinance No. 22, Series of 1994, codified in Chapter 5 of Title IO of the Rifle
Municipal Code ("RMC").
2. For the purposes of this pemi.il (the "Pennit"), the application shall consist of the
watershed permit application, a report from Colorado River Engineering, lnc. dated December 10,
2004, a Sediment and Erosion Drainage Plan dated Octoher 12, 2004, and a Prclimiriary Plan Plat
Map dated June 21, 2004, all correspondence and ma!erials submilled to the Ci!y by lhe Applicant
or its agents, as well as all representations, whether oral or written, made as part of the application
and public hearing process. These items shall be collectively referred to herein as the
"Application."
3. Following !he receipt and review of the Application and a site visit in Octob'='r 2004,
Michael Erion, P.E. of Resource Engineering, Inc., Consulting Professional Engineer for the City,
submitted his findings to t11c City regarding the Project in a letter dated February 15, 2005,
attached hereto as Exhibit B and incorporated herein by this reference (t11c "Erion Letter"). The
Erion Letter concluded that, so long as the Project i.s constructed in compliance with Lhe
Application and Garfield County approvals, the proposed activity lo beperfbrmed does no! prosen!
or cre;1te a clear or foreseeable risk of significant injury to the City's waterworks or pollution to
the City water supply and is therefore classified as a Minor Impact under the RMC.
4. Any and all other permits issued or to be issued by county, state and/or federal
agencies in relation to the construction of the Project arc incorporated herein by this reference.
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08-28-2005 15:51 9705254135
City ofRitle, Colorado
Watershed District Permit No. 1-05
13ig It Enterprises, LLC
PAGE3
II. FINDINGS OF FACT
5. The proposed activity is within the defined boundaries of t11c City's Watershed
District as defined in RMC §I 0.05.020, speci ficClliy within five (5) miles of the City's Colorado
River municipal watc.r diversion and intake structure. The proposed activities include the
construction ofa ten (10) lot subdivision and associated improvements.
6. The Application liled by the Applicant is complete.
7. TheApplicanthas paid the application fee required underRMC §I 0.05.0SO(A)(7).
8. A duly noticed Public Hearing was held before the Rifle City Council (the
"Council") on March 16, 2005. Al the hearing, testiniony was presented by Jim Neu, the Assistm1t
City Attorney, and Michael Erion regarding the activities proposed by the Applicant and the
applicability oflhe City's Watershed District Ordinance. Mr. Neu explained to the Com1cil that
it.5 jurisdiction on this matter extended Cive (5) miles beyond the· City's Colorado River intake
point, and that it's authority was limited lo the protection oflhe City's water quality and supply.
Mr. Erion explained the provisions of the Pcnnit, and recommended issuance oflhe Pennit subject
lo the temis and conditions set forth in the Erion Letter, which classilied the proposed activities
as a Min or Impact pursuant to RMC §I 0.05.050(8)(3 ). Mr. Erion testified regarding his site visit,
his knowledge of the Project, and the conditions slated in the Erion Letter. Brim1 Brown, l'.E. of
Colorado River Engineering on hehalf of lhe Applicant also provided testimony regarding the
Application and the proposed activities. Testimony was opened up for mernhers of the public.
9. The Council expressed concerns regarding any change in ownership, lessee or use
of the lots after bi.1ild out oflhe Project and wanted to ensure compliance with this Pem1it and the
Watershed District Ordinance. To resolve this concern, the Council found that an additional
condition must he placed in lh" Pem1il lo require notification lo the City upon those events and
continued inspections by .the City to ensure uses do not pose a risk to the City's watershed. 'With
those conditions in place, and those stated in the Erion Letter, the Council finds that the proposed
activities do not present or create a clear or foreseeable risk of significant irijury lo the City's
waterworks or pollution to the City water supply if!he Project is conslrucled as proposed in the
Application and so long as the Applicant adheres lo all conditions in the Garfield County appn)Vals-
issucd for the activity. As stated in the Erion Letter, because the end use of each lot is un.known
and the size of the lot and potential activity 1rn1y be regulated by the City's Watershed DislTicL
Ordinance, Jhe City need~ lo review each end use of each lot prior Lo the issuance of a building
permit by Garfield County lo ensur" compliance with the City's Watershed District Ordinance. ln
addition, as required by Council, each change in owner, lessee or LL~e must also notify the City so
it may review each end L~~e lo ensure compliance with the City's Watershed District Ordinance.
IO. The Council hereby finds and determines that the issuance of the Permit requires
the inclusion of conditions as set forth in the Erion Leller and as outlined above, that such
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08-28-2006 16:51 9706254136 PAGE4
Ciry of Rifle .. C'olurado
Watershed District Pcnnil No. 1-05
Big R EntL'TJlriscs, LLC
conditions are necessary to prevent a risk of injury to the City's water works and pollution of the
City's water supply, and that such conditions arc authorized pursuant lo Sections I 0.05.050(D) and
(E) of the RMC.
III. CONCLUSIONS OF LAW AND ISSUANCE OF PERMIT
11. The foregoing Findings of Facts are incorporated herein hy rcfon::nce.
12. The City has jurisdiction over the proposed activity pursuant to RMC §I 0.05.020
· ofthe and City of Rifle Ordinance No. 22, Scrit:s of 1994.
13. . Based on the evidence presented at the Public Hearing and the lirion Letter, thl:
Council hereby determines that this decision shall constitute a Watershed District Permit for t11e
construction and use of the Project as more fully outlined in the Application. The conditions of
approval rei;orrnnended by Mr. Erion in the Erion Letter, as amended by Council at the public
hearing, are hereby approved and adoptcdhy the Council as co11ditions ofapproval of this Permit,
including, without limitation, the following:
• .Prior lo the issuance of a building permit for each lot, the building pennit applicant
shall submit its plans for development and use of the lot to the City of Rifle for staff
review to ensure compliance with the City of Rifle Watershed District Ordinance
and this Permit. If a separate Watershed District Pennit is required for the
development or use of the lot, such permit shall be required prior to the issuance of
a building permit. If the development an<l use of the lot complies with this Permit
and a separate Watershed District Pem1it is not required as determined hy staff, the
City shall issue a Leller of Compliance enabling the issuance ofa building permit
for the lot.
Upon any change ol.' owuership, Jessee or use of any lot in the Project, the owner,
lessee or user shall notify the City of its plans for the use of the lot with C[tough
specificity for the City ufRitlt: slaffto review to ensure compliance wit11 the City
of Rifle Watershed District Ordinance and this Pennit. If a separate Watershed
District Pem1it is required for the new development or use of the lot, such permit
shall be required pursuant to this Permit and the Watershed District Ordinance. If
the new development or use of the lot complies with this Permit and a separate
Watershed District Pem1it is not required as detennined by start: the City shall issue
a Letter of Compliance evidencing compliance with this Pcmiit. Upon sud1 change
of ownership, lessee or use, the City shall inspect the lot at the expense of the
Applicant to ensure compliance with the tem1s and conditions of this Pemt.it and the
Watershed District Ordinance.
• The Final Plat for the Project shall contain a plat note stating that the Property is
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08-28-2006 16:52 9706254136 . PAGES
City of Rifle, Colorado
Watel'shed Di~trict Pel'mit No. 1-05
11ig R Enterprises, 1.1.C
subject to City of Ritlc Watershed District Pennit No. 1-05 recorded with the
Garfield County Clerk and Recorder as Reception No. and the
conditions coritained therein, including without limitation tl;c rcquircmcntthat each
lot obtain u Letter of Compliance from the City prior to the issuance of a building
permit, and upon any change of ownership, lessee or use of any lo!, !he owner,
lessee or user shall notify the City of Rifle of its plans for the use ol' the lot with
enough specificity for the City of Rifle staff lo review lo ensure compliance with
the City of Rifle Watershed District Ordinance and this Pem1it.
• The Project shall be inspected twice each year by the City at the expense of the
Applicant lo ensure compliance with lhe terms and conditions of this Permit.
All uses within the Project shall comply with all applicable federal, state, and
county regulations regarding storage, handling, and disposal of any hazardous
substances; wastewater disposal; and slonnwater management.
In addition, all representations, whether oral or written, made hy the Applicant and/or its
agents as part of the application and public hearing process shall he conditions of approval of the
Permit.
14. All conditions of approval contained within any pennit issued to the Applicant for
the Project by m1y county, state and/or federal agency shall be deemed conditions of approval of
this Pcnnit. Any violation of the conditions of any other such permit issued shall be deemed a
violation of this Permit subje<:<t to all of the remedies provided for herein.
l5. A copy of this Permit shall be sent by certified mail, return receipt requested, to tl1e
Applicm11.
16. This Permit shall not be effective until approved by the City and agr<'ed lo by the
Applicant.
Dated this·--day of ______ ., 2005.
CITY OF RIFLE, COLORADO
By ·--··-··--·----------
Mayor
J·\'.lil05\Clu.:11~\lli0c\K-:4 U04)Riy,R-19R I ~o~w 111,;nt:s\ W$l'cm\i r<l I -(1S. WJ'l(I -4-
08-28-2006 16:52 9706254136
C1ly of R1!1c, Colorado
Wat.crsh"d llis1ri"t Permit No. 1-05
Big R Enterprises, LLC
ATTEST:
City Clerk
PAGE6
City of Rille Watershtid District Penni! No. 1-05 accepted and agreed to this ___ day
of ______ ...... ···--' 2005.
BIG R ENTERPRISES, LLC
By:
Bob Regulski, Manager
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08-28-2006 16:52 9706254136 PAGE7
Exhibit A
SurvCo, Inc.
Prof€?ssional Lf.lnd Surveyinq Services
Legal Description
Big R Commercial Park Subdivision
A tract of land being situated in the East y, of Section 11, Township 6 South, Range 93 W(:St. of
the 6'h P.M., County of Garfield, Stat.c of Culorndu, said tract of land being described by rnetes
and bounds as follow.<:
Beginning at the Southwe.<t corner of the SE1/4NE1/4 of said Section 11, said Southwest comer
being a standard monument and brass cap, l'LS No. 9009 found in place; thence S.88°58'05"E.
302.16 feel along the South line of said SE1/4NE1/4 to a point on the Not1herly Right of Way
line of Colorado State Highway No. (>; thence S.64°27'00"W. 1340.79 feet along said Northerly
Right of Way; thence departing said Northerly Right of Way line N.O 1°03 '22"E. 599.98 feet lo a
point on the South line of the SWl/4NEl/4 of said Section 11; thence .S.88°58'05"E . .103.04 feet
along the South line of $aid SW1/4NEl/4; thence departing said South line N.01°09' 17''K
!318.21 feet to a point on the North line of said SW1/4NEl/4; thmcc along said North line
Sc89°0J '49"E. 792.09 feet to the Nmtheast comer of said SWl/4Nlll/4; thmcc S.01°05' 19"W.
1319. 17 feet along !he East line of said SWl/4NE!/4 to the Point of neginning.
Said tracl ofland contains 32.26 acres as descnbe<l.
6560 County Road No. 335, Unit No. 6
P.O. Box826
New CasUe. Co. 61647-0626
Ph: (970) 984-9119 Email: survco@earthlink.ne! Fax: (970) 984-3993