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HomeMy WebLinkAbout1.0 Application• • BEFORE THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO PETITION FOR EXEMPTION Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended, and the Subdivision Regulations of Garfield County, Colorado, adopted April 23, 1984, the undersigned, Daren Olson, respectfully petitions the Board of County Commissioners of Garfield County, Colorado, to exempt by Resolution the division of an approximate 6.10 acre tract of land into two tracts of approximately 2.3 acres and 3.713 acres, more or less, from the definitions of "subdivision" and "subdivided land" as the terms are used and defined in C.R.S. (1973) Section 30-28-101 (10)(a) - (d) and the Garfield County Subdivision Regulations for the reasons stated below: Petitioner is the fee owner of a parcel of land situated in the NE 1/4 NW 1/4 and the SE 1/4 NW 1/4 of Section 23, Township 3 South, Range 87 West of the Sixth Principal Meridian, County of Garfield, State of Colorado, as described in Book 1040, Page 820 of the Garfield County Records. Petitioner's parcel is split along the Garfield County right of way upon which lies Garfield County Road 150, creating two parcels of land of approximately 2.3 acres and 3.7 acres and preventing joint use of the proposed tracts. Petitioner therefore asserts the four lot parcel, interest or dwelling unit limitation otherwise applicable in determining whether a parcel qualifies for an exemption under these rules, need not apply in the discretion of the Board of County Commissioners of Garfield County. As a result of the placement of Garfield County Road 150, Petitioner's property is naturally divided or split into two lots, prohibiting the combined use of the proposed tracts. A decision by the Board of County Commissioners to grant Petitioner an exemption to the subdivision regulations and approve the subdivision of Petitioner's parcel at the point where it is split by the county road, will recognize and affirm the intrinsic parcel split already in existence. Petitioner represents an oral agreement has been reached with adjacent property owner, Mr. Jerry Wing, regarding the provision of mutual easements for utility access. Mr. Wing will receive an easement from Petitioner to allow a utility easement on the utility pole located on the 2.3 acre tract of Petitioner's property. In return, Petitioner will secure an easement from Mr. Wing to allow a utility easement from the utility pole located on Mr. Wing's property to provide utilities to the 3.7 acre tract of Petitioner's property. 1 Olson Exemption Application 2/99 P9.3c c9CA (6 • • Petitioner submits the following required documents, attached to this petition and incorporated herein by reference, to support the petition for subdivision exemption: 1. Sketch map at a scale of 1 inch = 60 feet. 2. Vicinity map at a scale of 1 inch = 2000 feet. 3. Warranty Deed executed by Bill Martin conveying the subject property to Daren E. Olson and Susanne V. Olson on August 15, 1997. 4. Quit Claim Deed executed by Susanne V. Olson to Daren E. Olson conveying all right, title and interest in the subject property. 5. Names and addresses of owners of record of land immediately adjoining and within 200 feet of the proposed exemption and tenants of any structure proposed for conversion. 6. Application for water rights adjudication for non-exempt domestic wells on both proposed parcels and a pond and augmentation plan. 7. Permit #002-99 D issued by Garfield County for construction of a driveway on the 3.7 acre tract to create access to Garfield County Road 150. 8. Two photographs of the 3.7 acre parcel. Photograph #1 shows driveway construction accessing County Road 150. Photograph #2 shows the proposed building site. 9. Title insurance issued for the subject property by Land Title Guarantee Company indicating mineral reservation in United States patent recorded July 14, 1896, in Book 12 at Page 426. 3 Olson Exemption Application 2/99 Respectfully Submitted, Daren Olson, Petitioner P.O.Box 3398 Eagle, CO 81631 (970) 390-9290 1 0 \ O� \ LOT 2 0.702 AC. 0' S05'43'S5'W,t,r ., 52.56' .. •',:..li'iM}.'sem: 50517'40'E r0.32' 566'03'18"E 39.51'. • \950 • \r.7 \?1,\ •\y, -\ A- 4612'27'-" R - 205.00' T - 87.46' L - 185.33' •{j• \ CB - 581'32'56'E CH - 160.88' X59 A - 4021'23' R-145.00' utn - T - 53.29' 1-' L-10213' ���d'•'- CB - N58'37'25'W OH - 100.03' GRAPHIC SCALE 384'39 ICE 103.78 17.17' ry �8 HACK CREEK J 133.75' \. N88'30.00 W \ \ N5011'39.91 \. N012'55'09"W 2"\sem \ 19.19' \ °29'_i,,\ \ p N82'51'59"W \ Slit. F-...� .3-� 14.58' nyq . c\FK 97, 1,01- I A ^.I;"7 1 /4 NW1 /4 S88'3C'0C"E " '- " - 536.95' N22!47'01'W N2425'27'E 14.32' • bop JBS9 INTERSECTION OF SWEETNATER AND HACK CREEK L, T 3 3.13 AC. APPROXIMATE AREA OF LESS THAN 409. SLOPE 1.3 AC. SE1/4 NW1/4 NB8b7'43'W - 87.05 584'12'50"W P.O.B. ,-•NORTHEAST CORNER // SE1/4 NW SECTION 23 23 1' b 0 0' Shp. �s ss y 1 E 1 /4 \ W1 /L VICINITY MAP S88'30'00"E 1" = 2000' 1 e %ed Pyvw'. e a of- he cel ohss !F 0 1S n� ctc�� L oulleh u�lnIc,G� ��ts. t� vn 15 -aha, koi , 't i, . bt nn� -e 'er senate. P.O.B. 7-- NORTHEAST CORNER SE1/4 NW1 /4 SECTION 23 2'51'59" 14.5$' LOT 3 3.713 AC. 2'47'01"W 26.75' N2 5'27"E 14. INTERSECTION OF SWEETWATER AND HACK CREEK • 89.49'-..• 536.95' APPROXIMATE AREA OF LES THAN 40% SLOPE 1.3 AC. 87.05' 00 THAT -Me 1.3 ACPPS �OT� 1• L.E.ss ani#44 ID S" 1S w e)tl Um11) TWE CagrE04-1ME oF TIM S8412 50 W ... �-- ca.sev. • N85'01'19"W .._... ...__� N?5:79?---e-2-,4;. 108.72' '. N88'07'43"W SE1 /4 N W1 /4 44** .11111, 44.44 #4.1 3•7 16.***, • *or • ,•*" •Ir • 4w. t 410 • 4 • • *04 r • • 05/06/99 08:30 FAX 970 328 7901 Poffenbarger 12002 • 4111 DISTRICT COURT, WATER DIVISION NO. 5, COLORADO Application No. 98CW188 RULING OF REFEREE IN THE MATTER OF THE APPLICATION FOR WATER STORAGE RIGHTS, UNDERGROUND WATER RIGHTS, AND APPROVAL OF A PLAN FOR AUGMENTATION OF: DAREN E. OLSON, IN GARFIELD COUNTY. The above entitled Application was filed on November 20, 1998, and was referred to the undersigned as Water Referee for Water Division No. 5, State of 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 Determination and Administration Act of 1969. And the undersigned Referee having made such investigations as are necessary to determine whether or not the statements in the Application are true and having become fully advised with respect to the subject matter of the Application does hereby make the following determination of Ruling as the Referee in this matter, to wit: 1. The statements in the Application are true. 2. The name and address of the Applicant: Daren E. Olson 1121 Sweetwater Road P.O. Box 3398 Eagle, CO 81631 (970) 524-0230 (home) (970) 390-9290 (business) 3. a. The name of the structure is the Olson Pond, an on -channel storage structure. b. The source of the water for Olson Pond is from Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. c. The place of storage is located at a point in the NE1/4 NW1/4, Section 23, Township 3 South, Range 87 West, 6th P.M., at a point 800 feet from the North line and 1,800 feet from the West line of said Section 23. 1 05/06/99 08:30 FAX 970 328 7901 Poffenbarger U003 • • d. The use is irrigation, aesthetic, piscatorial, fire protection and augmentation for domestic uses. e. The date of initiation of appropriation is August 28, 1997. f. The amount of water claimed is 2.0 acre feet, absolute. g. The surface area is 0.15 acres. 4. a. The name of the structure is Olson Well No. 1. b. The source of the water is the alluvial acquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. c. The point of diversion is located at NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 650 feet from the North line and 1,650 feet from the West line of said Section 23. d. The date of initiation of appropriation is August 26, 1997. e. The use is domestic, including 5,000 square feet of lawn and landscape irrigation. f. The amount of water claimed is 0.65 acre feet per year for domestic use and for 5,000 square feet of lawn and landscape irrigation. In house use of 15gpm is absolute. Lawn and landscape irrigation is conditional. 5. a. The name of the structure is Olson Well No. 2 b. The source of the water is the alluvial aquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. c. The point of diversion is located at NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 1,310 feet from the North line and 1,950 feet from the West line of said Section 23. d. The date of appropriation is March 1, 1998. e. The use is domestic, including 5,000 square feet of lawn and landscape irrigation. f. The amount of water claimed is 0.65 acre feet per year for domestic use and for 5,000 square feet of lawn and landscape irrigation. In house use of 15gpm and lawn and landscape irrigation is conditional. 6. a. An augmentation plan to augment the structures described as Olson Pond, Olson Well No. 1 and Olson Well No. 2. 2 05/06/99 08:30 FAX 970 328 7901 Poffenbarger a004 • • The Olson Wells No. 1 and No. 2 and the Olson Pond will be out -of -priority much of the time. Depletions to the stream system resulting from diversions from the wells and evaporation from the pond must be augmented during these periods. A conservative assumption is that the Olson water rights could potentially be subject to a downstream call in all months except the peak runoff season. During this non -call runoff period, the Olson Pond can be filled. During the remainder of the year, releases can be made from the pond to augment the depletions. The Olson Pond has sufficient capacity to make releases to offset the full amount of depletions. Both Olson Well No.1 and No.2 are or will be completed in alluvial formations within 100 feet of Hack Creek. No delayed streamflow impact is anticipated, therefore, augmentation releases can be made at the time of call. However, pursuant to C.R.S. 37-92-305(8), the state engineer shall curtail all out -of -priority diversions, the depletions from which are not so replaced as to prevent injury to vested water rights. The Referee does therefore conclude the above entitled Application should be granted. It is further ORDERED that, 1. Prior to implementing the plan for augmentation, pursuant to C.R.S. 37-90-137(2), permits for the construction and operation of Olson Well No. 1 and No. 2 must be obtained. 2. The applicant shall install measuring devices, provide accounting, and supply calculations regarding the timing of depletions as required by the Division Engineer for the operation of this plan. The applicant shall also file an annual report with the Division Engineer by November 15th of each year summarizing diversions and replacements made under this plan. 3. Once the augmentation plan has become operational, the court shall retain jurisdiction for a period of five years to assure that,adequate protection is‘provided to other vested water rights or other conditional water rights. It is accordingly ORDERED that this Ruling shall be filed with the Water Clerk subject to Judicial review. 3 05/06/99 08:30 FAX 970 328 7901 Poffenbarger a005 • It is further ORDERED that a copy of this Ruling shall be filed with the appropriate Division Engineer and the State Engineer. Dated APRIL 30, 1999 rno" nr It jD ill Counarl of r. -o Wua Reforss_D State F_Date eputy Clerk. Water Div No 5 oz BY REFEREE Water Referee Water Division No. 5 State of Colorado No protest was filed in this matter. The foregoing Ruling is confirmed and approved, and is made the Judgment and Decree of this Court. Dated rnov of Ihr fnrrrninr rnwiterl ID all C'nutnr' of rrcord Water Referee Div Eng_ State Eng Data Deputy Clerk. Water Div No 5 4 Water Judge • • DISTRICT COURT, WATER DIVISION NO.5, COLORADO Case No. 98CW188 AMENDMENT TO APPLICATION FOR WATER STORAGE RIGHTS, APPLICATION FOR UNDERGROUND WATER RIGHTS, AND APPLICATION FOR APPROVAL OF PLAN FOR AUGMENTATION CONCERNING THE APPLICATION FOR WATER RIGHTS OF: DAREN E. OLSON, in Garfield County, Colorado Name and address of Applicant• Daren E. Olson 1226 Sweetwater Road P.O. Box 3398 Eagle, CO 81631 (970) 524-0230 (home) (970) 390-9290 (business) c/o Fran Cadez Attorney at Law 407-1 Broadway P.O. Box 3240 Eagle, CO 81631 (970) 328-7900 FIRST CLAIM APPLICATION FOR WATER STORAGE RIGHTS 1. Name of Structure: Olson Pond A. Legal description: A pond located in the NE1/4 NW1/4, Section 23, Township 3 South, Range 87 West, 6th P.M., at a point 800 feet from the North line and 1,800 feet from the West line of said Section 23. B. Source: The pond is an on -channel storage structure filled from Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. • • C. (i) Date of Appropriation: August 28, 1997 (ii) How appropriation was initiated: By Notice of Intent to Construct a Non -jurisdictional Water Impoundment Structure, Dam No. 97987 and by construction of Olson's Dam. (iii) Date water applied to beneficial use: September 1, 1997 D. Amount Claimed: 2.0 acre feet, absolute. E. Surface Area: 0.15 acres F. Use: Irrigation, aesthetic, piscatorial, fire protection and augmentation for domestic uses. G. If irrigation: (i) Number of square feet historically irrigated: 0 (ii) Total number of acres proposed to be irrigated: Up to 3 acres of land on Parcel 3 Martin Lot Line Change, Garfield County. (iii) Legal description of acreage irrigated or to be irrigated: Parcel 3 Martin Lot Line Change, Garfield County H. If non -irrigation, describe purpose fully: Aesthetic, piscatorial, fire protection and augmentation for domestic uses. I. Name and address of owner of land on which pond is located: Applicant. SECOND CLAIM APPLICATION FOR UNDERGROUND WATER RIGHTS 2. Name of Structure: Olson Well No. 1 A. Legal description of well: A well located NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 650 feet from the North line and 1,650 feet from the West line of said Section 23. B. Source: Alluvial aquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. C. Depth: 80 feet Daren E. Olson Application for water rights February 26, 1999 2 • • D. (i) Date of Appropriation: August 26, 1997 (ii) How appropriation was initiated: By acquisition of well permit no. 204415. (iii) Date applied to beneficial use: February 1, 1998 E. Amount claimed: 15gpm, absolute. F. Use: Domestic, including 5,000 sq. ft. of lawn and landscape irrigation. G. If irrigation: (i) Number of acres historically irrigated: 0 (ii) Total number of square feet proposed to be irrigated: 5,000 sq. ft. (iii) Legal description of acreage irrigated or to be irrigated: Lawn and landscape irrigation within the Olson property located in the NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. H. If non -irrigation, describe purpose fully: Domestic. I. Name and address of the owner of land on which well is located: Applicant. J. Remarks: The Olson Well No. 1 is currently permitted as Colorado Division of Water Resources Well Permit No. 204415 and serves an existing single family dwelling. Use is limited by permit to ordinary, inside household uses. Applicant now applies for Olson Well No.1 as a non-exempt well to allow for multiple uses of the well, including domestic use and lawn and landscape irrigation. THIRD CLAIM APPLICATION FOR UNDERGROUND WATER RIGHTS 3. Name of Structure: Olson Well No. 2 A. Legal description of well: A well located NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 1,310 feet from the North line and 1,950 feet from the West line of said Section 23. B. Source: Alluvial aquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. C. Depth: Estimated to be 80 feet D. (i) Date of Appropriation: March 1, 1998. Daren E Olson Application for water rights February 26, 1999 3 • • (ii) How appropriation was initiated: By field investigations by the Applicant and intent to subdivide property, drill a well and appropriate water. (iii) Date applied to beneficial use: N/A E. Amount claimed: 15gpm, conditional. F. Use: Domestic, including 5,000 sq. ft. of lawn and landscape irrigation. G. If irrigation: (i) Number of acres historically irrigated: 0 (ii) Total number of square feet proposed to be irrigated: 5,000 sq. ft. (iii) Legal description of acreage irrigated or to be irrigated: Lawn and landscape irrigation within the Olson property located in the NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. H. If non -irrigation, describe purpose fully: Domestic. I. Name and address of the owner of land on which well is located: Applicant. J. Remarks: Applicant owns a 6.1 acre parcel of land at the confluence of Hack Creek and Sweetwater Creek in Water Division 5, District 52, Garfield County, Colorado. A single family dwelling is currently served by Olson Well No. 1, an exempt household use only well. Applicant proposes to subdivide the property into two parcels, currently separated by the county road. The newly created parcel will accommodate another single family dwelling to be served by Olson Well No. 2. FOURTH CLAIM APPLICATION FOR APPROVAL OF PLAN FOR AUGMENTATION 4. Name of structures to be augmented: Olson Well No. 1 and Olson Well No. 2, more fully described in the Second and Third Claims listed above, and evaporation from Olson Pond. A. Statement of plan for augmentation: The Olson Wells No. 1 and No. 2 and the Olson Pond will be out -of -priority much of the time. Depletions to the stream system resulting from diversions from the wells and evaporation from the pond must be augmented during these periods. A conservative assumption is that the Olson water rights could potentially be subject to a downstream call in all months except the peak runoff season. During this non -call runoff period, the Olson Pond can be filled. During the remainder of the year, releases can be made from the pond to augment the depletions. Total Daren E Olson Application for water rights February 26, 1999 4 • annual depletions, including pond evaporation, equals 0.88 acre feet as shown in Exhibit A and B, attached hereto and incorporated herein by reference. The Olson pond has sufficient capacity to make releases to offset the full amount of depletions. Both Olson Well No. 1 and No. 2 are or will be completed in alluvial formations within 100 feet of Hack Creek. No delayed streamflow impact is anticipated, therefore, augmentation releases can be made at the time of call. B. Name and address of the owner of land on which structures are located: Applicant WHEREFORE, Applicant prays for a decree granting and confirming water rights in and to the above-described Olson Pond, Olson Well No. 1, Olson Well No.2 and Applicant's plan for augmentation. Dated this day of November, 1998. By Name and address of Applicant: Daren E. Olson 1226 Sweetwater Road P.O. Box 3398 Eagle, CO 81631 Daren E Olson Application for water rights February 26, 1999 5 FRAN CADEZ Attorney for Applicant 407-1 Broadway P.O. Box 3240 Eagle, CO 81632 (970) 328-7900 Attorney Registration No. 021250 STATE OF COLORADO ) COUNTY OF GARFIELD ) ss VERIFICATION • I, Paul Bussone, a professional engineer for Resource Engineering, Inc., being first duly sworn, upon oath, depose and say that I have read the foregoing, know the contents thereof, and that the same are true to the best of my information, knowledge and belief. Paul Bussone, P.E. Subscribed under oath before me on this day of November, 1998. Notary Public My commission expires: Daren E Olson Application for water rights February 26, 1999 6 • • Petitioner represents an application for water rights was filed with the Water Clerk of Water Division 5, State of Colorado, during the month of November, 1998 to secure adjudicated water rights for both tracts of the parcel proposed to be split. The period for objection to Petitioner's application passed with no objections recorded. It is Petitioner's understanding the water rights application is now being considered and a final decision is pending. Petitioner's title insurance policy represents the rights to minerals in the subject property are reserved in United States patent recorded July 14, 1896, in Book 12 at Page 426. 2 Olson Exemption Application 2/99 INTEROFFICE MEMO DATE: 7/30/99 TO: MARK BEAN, DIRECTOR FROM: KIT LYON, PLANNER* RE: OLSON EXEMPTION The review time for the Olson Exemption was lengthier than most exemptions for the following reasons: c Information came into the department in a piecemeal fashion. The information did not coordinate in many cases and the plans actually contradicted themselves. This caused the review to take longer than it would have otherwise. The staff report was under constant revision, since new/changed information had to be incorporated, as a result. Even the Board of County Commissioners meeting was at least twice as long as a typical exemption would take. xr Errors were discovered in the filing of the quitclaim deeds. The Clerk's Office and the Assessor's Office had to be consulted with. It should be noted that the applicant was not charged for the following "freebies": ✓ The pre -application conferences, which took place in May with Fran Cadez, were at no charge. This was a cost savings of at least $28.00. * Most telephone conversations which I had with review agencies, consultants, and the applicant were free of charge. When added up, this would result in quite a bit of savings. c The staff meetings did not include charges for the time of 2 attorneys, the planning director, and 2 other senior planners. The application was reviewed at length during at least two other staff meetings which the applicant was not charged for. I conducted a site visit with the applicant's consultant on Saturday, July 3`d, on my own time and gas, which the applicant was not charged for. i All mailings to review agencies, and all other written correspondence, was mailed for free. All faxes were sent free of charge as well. 7/30/99 INTEROFFICE MEMO: OLSON EXEMPTION The applicant was not charged for any copies made. The Department typically charges .25 per copy. With 2 packets prepared for the Board of County Commissioners meetings, the cost would have been $216.00 for the copies. These, as well as all other copies made during the review, were free of charge. I would like to further clarify that the "follow up" time on 7/26/99, 2 hrs., covered follow up letter writing and review of the meeting and will cover review of the amended plat and all the future time required of staff before the Board of County Commissioners. ENC. 1 780/99 - feesbi1I.98 PROJECT NAME: APPLICANT: APPLICATION DATE: D 3on GARFIELD COUNTY PLANNING DEPARTMENT '015 35 TYPE OF LAND USE: STAFF CONTACT: BASE APPLICATION FEE: �m APPLICATION FEE(S) CALCULATION:HRS $35.00 = @DIRECTOR HRS @S29.00 = GIS HRS @ 528.00 = PLANNER IIRS @ $22.00 = PLANNING TECH SECRETARY HRS @ $19.00 = TOTAL FEE = TOTAL OTHER CHARGES = GRAND TOTAL -- MINUS MINUS BASE FEE = BALANCE DUE = 00 of $ CODES: CR = COMPLETION REVIEW LN = LEGAL NOTICING AR = APPLICATION REVIEW RA = REVIEW AGENCY REPORTING SV = SITE VISIT RW = REPORT WRITING MH = MEETINGS AND HEARINGS TC = TELEPHONE CONFERENCE GA = GIS ANALYSIS SS = SECRETARIAL SUPPORT M = POSTAGE, COPIES, FAX, MISC. - feesbill.98 GARFIELD COUNTY PLANNING DEPARTMENT PROJECT NAME: 0 ISS S APPLICANT: APPLICATION DATE: TYPE OF LAND USE: STAFF CONTACT: BASE APPLICATION FEE: APPLICATION FEE(S) CALCULATION: DIRECTOR HRS Q S35.00 = $ GIS 1-iRS @ $29.00 = $ PLANNER 2,`) HRS @ S28.00 = $ 4-1 E) PLANNING TECH HRS @ $22.00 = $ SECRETARY HRS @ $19.00 = $ TOTAL FEE = $ / ) TOTAL OTHER CHARGES = $ --� GRAND TOTAL = $ --25(-P1) MINUS BASE FEE = $ (o " BALANCE DUE = $ --7(989s--1 ce_. CODES: CR = COMPLETION REVIEW LN = LEGAL NOTICING AR = APPLICATION REVIEW RA = REVIEW AGENCY REPORTING SV = SITE VISIT RW = REPORT WRITING MH = MEETINGS AND HEARINGS TC = TELEPHONE CONFERENCE GA = GIS ANALYSIS SS = SECRETARIAL SUPPORT M = POSTAGE, COPIES, FAX, MISC. J : ! is :i ; .• t {' h##t r� 'i t il�# !, I _ I I �1.. i. r cll �t ' !�. -77i L.. i i''.'� 'I i n�11 1 I. ( Ill II lr Ilil 1 S `I I � II , ( 1 �tl..;, �lI - i 11{: jj l Ill{!i! : F!:! I s:�,ll� ..I 1 i'•i I Il 'III!II llI OC I, !I ,iI 1 ! I ► 11 1,-„ ; 1!i' , t,; li ; II IL l ! I 1!IiiiIIll .!!I I.11 0RS ! 1, II II :I. I' ii I'II I � I. IL IiI i ,:I_.a: I,; '! 1 I , , I,I, :iI.,II: Ir �,,Ial P4I ;il , I:�, •II I (;.I ,i it ! II1:!.I ! ►1,11 i�� j1 i�..l I II r Lj I ,I 1! u M�I l ; I! I li I II'l-Il'1 I. 1 ! I• i' .. ! 1l1.ij1:111:i I. ! I _I , 1,1 :I 1, •i. I' In I jl I i �;t !I I� � I llI.;I I I.I !lilt •, I ill ! ill ; ',1: !pi : ,� . l!I II 'WI IL'I 11, II11 '11 I I , i I I11. I I1ItlI ii 11.1 Ill 1 I I IIII iI , I ,II II .,,lil'1111!1111011,11 ,; i I,III I ; Ili, 111.1 ',. 11 i II I!. I I1� � 1111 jIj I ! ! 11i I1' 11;11 I , . i ll6 al I '.. I II I ,I III' ; III (? „•I; 11!; tl , �I!! •:I I l� I IIII I I. B,' I! I_ 1jI !, ( II,:; - ,j 'll I!' ,il I II ;11 I I i �;I !I ,il , ii I; I ii,1 II ii i , I1 11I ,I' Illy ,I ,11-i :III, �... I , 1 Ia �_I , Vii' I 1 , I I i' ''I b '(' I ,.# �� , j!. ! 11 : !I, 1 #•1 11 llI�I; I 1 1 I II I I1 I�II!I I I � li ;I 111 II I .i., 111111!111,11 l � ,t I, 3 ; , I _ , 1 -.Iv 1 #1 - 1 - : t,J - -, j `I 1 I I F : �} 1 _4 ! �—t� . .I_'!; .h , — `/ 4 6./ q fG) F; i :ll l :Ni';' i�.iliuii i .: i �i.al�i i• �/ n , " 1 �1/�/\`� /.0/1/--c.c- te__CL) i ) i'' eE)-a--- 96 __'(?-9E.,4\(- I( , C��i'v1� 11K (I l9 .l�°s.,.,,':':��� .:1 ill:. :::::i i i i'1 i W__e_fiD/1---- ---&V GQ17 ! iiEli ripi ! IiI fill 1 SIE i is •i199 --a_ ,� n / 2 Jj /� 'i� 'J: iljj�E'i i ii ,Ilii. g::ii�iii i:: I ilii 1041! : a i pi I J) L LL( A .l!>' C.% ce-'L>!_ (J -J 7// A' ei 1i!i iii i i ill G:i I l:dis i !{iiEii • /1,- i2 i1_7 1"1 -1-C 1. ` t. �(..'�/ /� —�."lam 7 /I ?-) TOTAL:• :: • Ilii I ��II i .. ;'j t( APPLICATION FEE(S) CALCULATION: DIRECTOR HRS Q S35.00 = $ GIS 1-iRS @ $29.00 = $ PLANNER 2,`) HRS @ S28.00 = $ 4-1 E) PLANNING TECH HRS @ $22.00 = $ SECRETARY HRS @ $19.00 = $ TOTAL FEE = $ / ) TOTAL OTHER CHARGES = $ --� GRAND TOTAL = $ --25(-P1) MINUS BASE FEE = $ (o " BALANCE DUE = $ --7(989s--1 ce_. CODES: CR = COMPLETION REVIEW LN = LEGAL NOTICING AR = APPLICATION REVIEW RA = REVIEW AGENCY REPORTING SV = SITE VISIT RW = REPORT WRITING MH = MEETINGS AND HEARINGS TC = TELEPHONE CONFERENCE GA = GIS ANALYSIS SS = SECRETARIAL SUPPORT M = POSTAGE, COPIES, FAX, MISC. feesbill.98 GARFIELD COUNTY PLANNING DEPARTMENT PROJECT NAME: 0(Svn s 6 - APPLICANT: - APPLICANT: APPLICATION DATE: Page of TYPE OF LAND USE: STAFF CONTACT: BASE APPLICATION FEE: 1 I 11! �� l i 4�II 7{1 1lIII�'.! Ill l 1 thi :1i"�.7. ib i� 1 :! 1,}. 1,! :'i 1 IIC ,il: til �,II��I,:ilr, �4 I I jl � tifill 1: I I .Ii I� f 1� I �, Ili � t"I! Ii�E' ill i i ! 11, �I a I. li III: 1ji ;), 1, 1 '! Ilt,.l !' J i 1 + ,'1 i i ;'+iit 'Ii ,I f. � � li�' {I ,J 'I !r �t. t!L_h tl! j', t-L..�� 11: ! i '!M '!i 1 1 .1 , ! I,I '11' i,,i 1 lil �I:I it a 11:1 i jj,, ,I i Itlt I� I,IIr I , 1111:11 i 4 D SR�r ti � � �� II � � I ! }I ,� i� I II rIi t I' I I�'f ���I 1 1 -. I 1 1 it 11i,4''I I I Ir, I:. ' I I I',1 lil , I it I ,�:.� I',lil �, II �• !1.:11:1 1 ; I I 1 I "I �I � I I. ir' .III , �: i Q ��QRK PEltIpi MCD 111, 1�;1;; ,I l 11 0�1r I. 1 i�!1. I I�,: .I ;, , � 1'I it I I I i ,� ,� I I I.,. Bill 111 I I I , 1 I �i III ! � .I11'�. � . .: lll 11 �il !I ,I lil I - ,li :; I' I I I .1 I I I,I��I � ;I� li I ; I,� ; I I II II ! , I i� � 1 I ' .. �(� i I I! li ',III L.I I ,'I . I I I I liil I � II: ! l l n; � : I. I !II �� � l � l1. (�Ii 11� ilii ll�,l •:;I I. l-I�i' I ! 1 I ' ' l yI I .1 'll II': II I! .lial I j li 11 I I , i I :I I, ; I I I ��il I " rIICOI I?' ;III' :I :I,I. � � � � ll li ,�:,1: 1 � l it II, 11; .1, I I I I I I, r ...:. ,I;. :lilii I ; � �, � I l lil;: ,, , li, Ilii I it l '' I Il ::. � ..IIS I:! I I heli 1 ,ill 1 ( �. 11.-I .�.; ' I�j � I �.;I 1;,; 1j I� ��.il I LI, ! ! �11111111 i��� �.!1 II• I 1 i�� illll! ,I i, I: 1. I I! If Ili. I ! 1, 1 1 ! I I I I ft� l� I - 111t I I:I 1 u I: Ii; :I I. EI 1 I; il, 1 i ! �1 � i � ' ei-)-) I l/t1 / 71/3(%� I F� ti11lI: i' �'' ��' vl • 'Hi 'Hi 1(9-- 'l f.,(0-6,6--7(lei (1! IIW 4 -&_-(sec() b -to -(j _6 ��� .67t4 " [� I11(6' tl 43 • i i II t—l; I +iIIJ11 ,r. t �+j i 1I t141 .>i I 11 IL U LE11 �I!' t)�1 II 1 ir-114 Ll �' [ i( i "I" irk ! .i uj 1 , 11,tl , 11t 'tH i, l TOTAL:` t 1 I H• I ;a I I' it APPLICATION FEE(S) CALCULATION: DIRECTOR HRS @ $35.00 = GIS 1 -IRS @ $29.00 = PLANNER 3 • S FIRS @ $28.00 = PLANNING TECH HRS @ $22.00 = SECRETARY HRS @ $19.00 = TOTAL FEE = TOTAL OTHER CI IARGES = GRAND TOTAL = ----(12)'"5t- (P3 2 - BALANCE DUE _ $ 7c $ ft.. --1 CODES: CR = COMPLETION REVIEW LN = LEGAL NOTICING AR = APPLICATION REVIEW RA = REVIEW AGENCY REPORTING SV = SITE VISIT RW = REPORT WRITING Mil = MEETINGS AND HEARINGS TC = TELEPHONE CONFERENCE GA = GIS ANALYSIS SS = SECRETARIAL SUPPORT M = POSTAGE, COPIES, FAX, MISC. **** WELCOME TO CITY MARKET t.5 **** **** GLENWOOD SPRINGS, CO. .**** 20.3.01 GROCERY CITY MARKET VALUE CARD xxxxxx SC .VIDEO KODAK GB135 KBLR MUNCHEM KBLR MUNCHEM CF DIET PEPSI VC VALUE CARD SAVINGS KBLR MUNCHEM xx9574 6.02 F 2?2,79 VD KBLR MUNCHEM KROGER NAPKINS VC SC VALUE CARD SAVINGS MOTHER'S COOKIES **** TAX 1,39 EAL F VS XkA. AAA A Ai�r08 CHANGE YC VALUE CARD VC MILK CLUB! VC Last FREE VC °300/1 VC You need 7.14 T 3.77 T 2.39 F 2.59 F .69 F .70-F 2,39 F 4.73-F 1.T5 T .26-T 3.49 F 28.68 23.68 .00 SAVINGS = •96 6 points,V' 06/13I1999VC You have Milk Was on 142 points. y3_ You have c !S 300 for a $10 Oallings,VC ** THANK YOU COME AGAIN ** ***** Phone Numter 945-3207 *** 7/12/99 14:53 0005 5 0123 2009 RECEIVED DEC 1 6 1999 Collins Well Drilling & Pump Company Division of Syracuse Exploration Company, Inc. PO BOX 2346 • GLENWOOD SPRINGS, COLORADO 81602-2346 970-963-2812 Fax 970-945-4079 November 15, 1999 Darren E. Olsen P.O. Box 3398 Eagle, Colorado 81661 Re: Well Test Dear Sir; On November 10, 1999, our company conducted a Well Test on your property at Sweetwater Creek. The following data was compiled: Total Depth Static Water Level Total Draw Down 70 feet 53 feet 6 ;'z inches 1 foot 9'/4 inches The Production of the Well is greater than 15 gallons per minute. State of Colorado water quality and bacteria samples were taken and our office will forward the results when they are received in approximately 2 —3 weeks. Please feel free to contact me directly with any questions. We appreciate your business! Respectfully Submitted, COL : ELL DRILIs,I & o., Div. `UVhitt Pump Manager DW/rht Cc. file Riclived from. JOHN C. KEPHART & CO. GRAN Ji1C?itIW LITRftS ANALYTlCAi. REPORT Cte11 i gArf, Stove White Carbondal ra. CO 81"23 FAXS (97(0963-0131 Customer No. LaborawryNo. 2308 RE!C EWED p C , 6 1599 GRAND JUNCTION. Coco 9 t 50 Coll ns Drilling Bill Collins FAX (970)945-4074 Sample water Dace Received 1 1 / 1 1 / 99 Date Reported 12/14/,9 Lai number Sample ID Arsenio (�1ss1 Par i um (Ba) Cadmium (Cd ) Chromium(Cr) Fluoride(F) L.ead (Pb ) Marcury (Hg) iii trate (N) Sel erti t.trtr (Se> S•i 1 ver c Ao ) Color (CoJPt unit) pH Cmniducti vitya25 deg. C god i um (NI ) Caicium(C&) Ma g n ear i u m C 1tg ) Potassium(K) ChlorideiCl> Sul 4ate (904) Phenol . Al k41 i ni ty (CaCQ,,) Total Al ba1 i Ai tY (C.CO3) Etz carban:tte (HCO3 ) :ar-bonate (CO3) Di ssal ved SoI i ds -!artiness (CiCO3) Turbid tv (N7U) :tomo(13) topper (Cu ) [ron (Fel) 1anganese (Mn) tolybdenLm(Mo) 4tnmon i a (N ) 'r+cspei6t a (P) :it?G' (Zre> 'Ota! Coli -form c teri a !0'4F: Turbidity and Iron 2308 Collins. Olson 0. 000 0-10 0. o000 0.000 0. 11 0.000 0.00000 0>.43 0.000 0. 0000 0 7_80 350 . 1 47 14 1.4 2 63 0 127 154 0 2.447 175 73 v.00 0.003 1.35 0. 000 0. 000 0.00 0.06 0.000 0 exceed mg/1 mg/1 mc/1 mg/1 mg/1 mg/1 mg/1 mg/1 mq/1 mg/1 4iif►hos/cm mg/1 mg/1 mg/1 mg/1 rap/1 t1tgJ 1 mg/1 ma/Z mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 m0/1 mcl/1 mg/1 mg/1 Go:. / ). OOm1 limit + jr Public Drinkir,o Supply Limits 0.05 mgJj 2.0 mgJl 0.005 mg/1 0.1 mg/1 4 m9/1 0.015 mg/1 0.002 mg/1 10.0 m4/1 0.05 mg/1 0.05 mg/1 no official limit no official limit no official limit 20 mg/1 no official limit 125 mg/1 no official limit 250 mg/1 250 mg/1 no o4fici.aI limit no official limit no official liMit rlr, c,44itial limit 500 mg/1 200 mg/1 1 no 17.rr>it 1.0 17 3/1 CO. 3 mg / I 0.05 mg/1 ho 04fici,a.1 limit Itit? O•f-ficieI limit no official limit Q_0 mg/1 0 col / 1 OOm1 drinking wAtere. Tt•e atme,nt Lab rlr r. = Pri..r, tcau‘r Td b!d£T :11'0 LC,f t~Z »Q E,LOt 5 l L : '_►t 3 atc-ivtd dt,lnd St l I'l-13:i; 71 3 5 : t•10dd //e1,<- "d4917t9ir r/)-(; .4 )fie2e ..,44-6,4".4,144,t647 ta,Vtio<c/0,,, • ./-6e2/./ Afe-fryt-<_ RECEIVED DEC 6 1999 Form No. GWS -25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOUf;tES QWNER'S COPY 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 DAREN E. OLSON P.O. BOX 3398 EAGLE, CO 81631 EXST WELL PERMIT NUMBER 051948 - - DIV. 5 CNTY. 23 WD 53 DES. BASIN MD Lot: 1 Block: Filing: Subdiv: OLSON APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 NW 1/4 Section 23 Twp 3 S Rng 87 W 6th P.M. (970)524-0230 EXPANSION OF USE OF EXISTING WELL DISTANCES FROM SECTION LINES 650 Ft. from NORTH Section Line 1650 Ft. from WEST Section Line 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 the permit does not assure the applicant 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) on the condition that the well be operated in accordance with the Daren E. Olson Augmentation Plan approved by the Division 5 Water Court in case no. 98CW188. If the well is not operated in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. 4) Approved for the expansion of use of an existing well, permit no. 204415 (canceled). issuance of this permit hereby cancels permit no. 204415. This well is identified as the Olson Well No. 1 and must be constructed in the alluvial formation within 100 feet of Hack Creek. 5) Approved as the only well on a residential site of ± 2.08 acres described as lot 1, Olson Subdivision, Garfield County. 6) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling and the irrigation of not more than 5,000 square feet of home gardens and lawns. 7) The maximum pumping rate shall not exceed 15 GPM. 8) The annual amount of ground water to be withdrawn shall not exceed 0.65 acre-foot. 9) The return flow from the use of the 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. 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. 1 2) This permit has been approved for the use and annual withdrawal as noted above (per decree). You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.). APPROVED DMW Receipt No. • DATE ISSUED AUG 2 6 1999 EXPIRATION DATE AUG 2 6 2000 State EngineerBy Form No. GW -v-25 APPLICANT OFFICE OF THE STATE ENGINEEn • COLORADO DIVISION OF WATER RESOURCES owNER818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 DAREN E. OLSON P.O. BOX 3398 EAGLE, CO 81631 (970) 524-0230 PERMIT TO CONSTRUCT A WELL 'S COPY WELL PERMIT NUMBER 051949 - _-E___ - DIV. 5 CNTY. 23 WD 53 DES. BASIN MD Lot: 2 Block: Filing: Subdiv: OLSON APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 NW 1/4 Section 23 Twp 3 S Rng 87 W 6th P.M. DISTANCES FROM SECTION LINES 1310 Ft. from NORTH Section Line 1950 Ft. from WEST Section Line 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 the permit does not assure the applicant 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) on the condition that the well be operated in accordance with the Daren E. Olson Augmentation Plan approved by the Division 5 Water Court in case no. 98CW188. If the well is not operated in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. 4) This well is identified as the Olson Well No. 2 and must be constructed in the alluvial formation within 100 feet of Hack Creek. 5) Approved as the only well on a residential site of ± 4.46 acres described as lot 2, Olson Subdivision, Garfield County. 6) Thp use of ground water from this well is limited to ordinary household purposes inside one single family dwelling and the irrigation of not more than 5,000 square feet of home gardens and (awns. 7) The maximum pumping rate shall not exceed 15 GPM. 8) The annual amount of ground water to be withdrawn shall not exceed 0.65 acre-foot. 9) The return flow from the use of the 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. 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 constructed not more than 200 feet from the location specified on this permit. 12) This permit has been approved for the use and annual withdrawal as noted above (per decree). You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.). ..,9— 2-7\ '2%-- APPROVED h— APPROVED DMW Receipt No. State Engineer DATE ISSUED AUG 2 6 1999 By EXPIRATION DATEAUG 2 6 2000 Form No. GWS -25 APPLICANT OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RE50UFitES� COPY 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 DAREN E. OLSON P.O. BOX 3398 EAGLE, CO 81631 EXST WELL PERMIT NUMBER 051948 - _E__ - DIV. 5 CNTY. 23 WD 53 DES. BASIN MD Lot: 1 Block: Filing: Subdiv: OLSON APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 NW 1/4 Section 23 Twp 3 S Rng 87 W 6th P.M. (970) 524-0230 EXPANSION OF USE OF EXISTING WELL DISTANCES FROM SECTION LINES 650 Ft. from NORTH Section Line 1650 Ft. from WEST Section Line 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 the permit does not assure the applicant 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) on the condition that the well be operated in accordance with the Daren E. Olson Augmentation Plan approved by the Division 5 Water Court in case no. 98CW 188. If the well is not operated in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. 4) Approved for the expansion of use of an existing well, permit no. 204415 (canceled). Issuance of this permit hereby cancels permit no. 204415. This well is identified as the Olson Well No. 1 and must be constructed in the alluvial formation within 100 feet of Hack Creek. 5) Approved as the only well on a residential site of t 2.08 acres described as lot 1, Olson Subdivision, Garfield County. 6) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling and the irrigation of not more than 5,000 square feet of home gardens and (awns. 7) The maximum pumping rate shall not exceed 15 GPM. 8) The annual amount of ground water to be withdrawn shall not exceed 0.65 acre-foot. 9) The return flow from the use of the 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. 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. 1 2) This permit has been approved for the use and annual withdrawal as noted above (per decree). You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.). l% i — 3,--1 APPROVED DMW Receipt No. DATE ISSUED AUG 2 6 1999 EXPIRATION DATE AUG 2 6 2000 State EngineerBy L\ L1<'t Collins Well Drilling & Pump Company Division of Syracuse Exploration Company, Inc. PO BOX 2346 • GLENW00D SPRINGS, COLORADO 81602-2346 Fax 970-963-2812 70- 281-963-2 November 15, 1999 Darren E. Olsen P:O. Box 3398 Eagle, Colorado 81661 Re: Well Test Dear Sir; On November 10, 1999, our company conducted a Well Test on your property at Sweetwater Creek. The following data was compiled: Total Depth Static Water Level Total Draw Down 70 feet 53 feet 61/2 inches 1 foot 9 3/4 inches The Production of the Well is greater than 15 gallons per minute. State of Colorado water quality and bacteria samples were taken and our office will forward the results when they are received in approximately 2 —3 weeks. Please feel free to contact me directly with any questions. We appreciate your business! Respectfully Submitted, s Whitt Pump Manager DW/rht Cc. file RECEIVED DEC 1 6 1999 Collins Well Drilling & Pump Company Division of Syracuse Exploration Company, Inc. PO BOX 2346 • GLENWOOD SPRINGS, COLORADO 61602-2346 970-963-2 Fax 970-945-4079281 November 15, 1999 Darren E. Olsen P.O. Box 3398 Eagle, Colorado 81661 Re: Well Test Dear Sir; On November 10, 1999, our company conducted a Well Test on your property at Sweetwater Creek. The following data was compiled: Total Depth Static Water Level Total Draw Down 70 feet 53 feet 6 % inches 1 foot 9 % inches The Production of the Well is greater than 15 gallons per minute. State of Colorado water quality and bacteria samples were taken and our office will forward the results when they are received in approximately 2 —3 weeks. Please feel free to contact me directly with any questions. We appreciate your business! Respectfully Submitted, COL : ` ' ELL DRIL k & Pump Manager DW/rht Cc. file Collins Well Drilling & Pump Company Division of Syracuse Exploration Company, Inc. PO BOX 2346 • GLENWOOJD SPRINGS, COLORADO 81602-2346 970-963-22 Fax 970-945-407991 November 15, 1999 Darren E. Olsen P.O. Box 3398 Eagle, Colorado 81661 Re: Well Test Dear Sir; On November 10, 1999, our company conducted a Well Test on your property at Sweetwater Creek. The following data was compiled: Total Depth Static Water Level Total Draw Down 70 feet 53 feet 6'/z inches 1 foot 9'/a inches The Production of the Well is greater than 15 gallons per minute. State of Colorado water quality and bacteria samples were taken and our office will forward the results when they are received in approximately 2 —3 weeks. Please feel free to contact me directly with any questions. We appreciate your business! Respectfully Submitted, COL s hitt Pump Manager DW/rht Cc. file RECEIVED DEC 1 6 1939 Collins Well Drilling & Pump Company Division of Syracuse Exploration Company, Inc. PO BOX 2346 • GLENWO00 SPRINGS, COLORA00 61602-2346 970-963-2812 Fax 970-945-4079 November 15, 1999 Darren E. Olsen P.O. Box 3398 Eagle, Colorado 81661 Re: Well Test Dear Sir; On November 10, 1999, our company conducted a Well Test on your property at Sweetwater Creek. The following data was compiled: Total Depth Static Water Level Total Draw Down 70 feet 53 feet 6 1/, inches 1 foot 9 3 inches The Production of the Well is greater than 15 gallons per minute. State of Colorado water quality and bacteria samples were taken and our office will forward the results when they are received in approximately 2 —3 weeks. Please feel free to contact me directly with any questions. We appreciate your business! Respectfully Submitted, COL ELL DR1L . L . & ! MP o., Div. s itt Pump Manager DW/rht Cc. file Rcticved from_ JOHN C. KEPHART tic CO. RANI J 03"5 i4owrr AvENtJE CI1EI1N t8 RECEIVED DEC 1 6 1999 HItATORE • PtioNg 212-7$18 s GRAND iUNCTtON. COLORADO 8 t 501 ANALYTICAL TLEPQRT Cu11 i gE.r►, Stere White Carbondale, CO 81623 FAX: (970)94Z-0131 Collins Drilling £+i11 Collins FAX (970)945-4074 27.108 :-+.o t e r CustomerNm L.abaraiury No Sample Date Received 11/11/99 1/14/"99 Dake Reported Li+b number 2308 Public Drinking Sample ID Collins, 01 on Supply Limits Arsenic(As) Sarium(Pa) Cadmium' (Cd ) Chr rami um (Cr ) Fluoride(F) Le.ad(PbS Wcury (Hg) Ni trate NY Se1enfum(Se> Si Iver (Ass, Cola)- (Co/Pt carat) PH Conduct i vi ty025 deg. C Sodium (NO. ) Cal ci Ll (Ca) MagneiiumiMg) Potassium(K) Chloride(C1> Sulfat.e(SC14) Phenol. Alk,linii;YiCaCW ) Tot a1 Al k.€+11 n3 ty (C CQ3) Ez carbon ate (HC(1' ) :arbonate (CO)3 Dissolved Solids ( rdrress (CaCC13) Tur-bidi t'y (NTE)) :tot C)t (F3) =upper (Cu ) :rot; (Fe) 1anganefic (Mn) fol ybd€r m (Me Imm r;ia(rv) 'nosphatE (P3 :Inc: Zr)( otal Cali -form Eiazcterza 0.000 mg/1 0.05 mg/1 0.10 mg/1 2. O ntg) 1 0.0000 mg/1. 0.005 mg/1 0.000 mg/1 0.1 mg/1 0.1.1 mg/1 4 mg/1 0.000 mg/1 0.015 mg/1 0,00000 M0/1 0.002 mg/1 0.41 m0/1 10.0 mg/1 0.000 mg// 0.05 mg/1 0. 0000 mg i i 0.05 mg/1 0 no o44ici.',1 limit 7-90 no offic.:z,ai limit 350 umhos/cm no of-fic5.1 limit 1.1 mgfl 20 mg/1 47 mg/1 no nffi ci ati limi'.'. 14 mg/i 127. mg/1 1.4 mg/1 no o44icial limit 2 mg/1 250 mg/1 67 maJ1 250 mg/1 0 mg/1 no official limit 127 mg/1 nc, official limit 154 mg/1 no offici.a1 limit 0 mg/1 no official limit 247 mg / i 500 mg/1 175 mg/1 200 mg/1 73 1 ().4i1 m,g/I no o. •Ficial 1).,r,it 0.003 mg/1 1. O 17q7/1 1.35 m9/1 0.3 mg/1 0.000 mg/1 0.(_)5 mg./1 0. 000 mg/1 r-,rz, o+fici,a1 limit 0-00 mg/1 cin 04:4icia,I limit 0.06 m9/1 no of4ieial 1i:g15t 0.0_»0 mg/1 5_0 irD/,l 0 col / i 00m1 ,;; col /100m1 t0TF: Turbidity and Iron Doss -gid Iirrtit' for drinking L.�t�ar . Tr-r►.atpr nt or thu.se is suC_lgested. LAO r3:+ r. • Pri cAn Ei L e,r- Id WcE. :EE1 6En6I t'T '.0WQ 6.L.0t' SPE, 0L6 'CH 34OHd dt,lfld 031I Tl I d4. s : wt -JJ Redeved from: JOHN C. KEPHART tic CO. G1kUAANO AJUNCLATt4S Csatomei No. Pate Reealvad L :.b number er Sample ID ANALYT1CAl. REPORT Culligan, Steve White Carbondale. CO 81623 FA) i <97()r63-0131 11/11/99 RECEIVE© DEC 1 6 1999 GRAND JuNC7O. COLORADO 9 a so Collins Drilling Pill Collins FAX (970) 945-4074 2308 Laboratory No. — S►mple water Date Reported 12/1 4J94 Arsenic (Asl E{arium(Eia) Cadmium(Cd) Chromium(Cr) FiuOride(F) L.caad (Pb ) Mercury (Hg) Nitrate(N) Sel eni tall (Se) Silver(fin1 Co1or(Co./Pt unit) pH Corsducti vity625 deg. C Sodium(Na) Ca1 ci um (Ca) MagnesiumCM9) Potssssi um (K) Chloride(C1) Sulfate(SO4) Phenol. A1k31inity(CaCO:.) Total Alkatinity(t. CO3) Ei carbon rete (HCO3 ) :ar bon.t a (CO3) Dissolved Solids -& rc)ness 1CaCO3) Ttxrbidi tv (NTU,I) :Rir• ors ($ ) ..upper (Cu) rrrt(Fii) ?r.nganess (Mn) tol ybdii,r rm (Ko) vomani a (N) 'nosphete (P) :Inc' (Zn> ()tail Coliform batterfta 2309 Collins. Olson 0. 000 0.10 0.0000 0.000 0.11 0.000 0. 00000 0.43 0. 000 0,0000 7_80 350 1 47 14 1.4 2 63 0 127 154 0 247 175 73 0.00 0. 005 1.35 0.000 6.000 0.00 O. 06 0.000 mg/1 m911 mall mg/1 mgfl mg/1 mg/1 moil fig/1 mo/1 is mFsos / r_ m: mg f1 mg/1 mg/1 mg/1 mo/1 mgJl n,g 1 l mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 m0/1 mg /7. mg/1 mg/1 mg / 1 col. /1OOml 0.05 ").0 (1.005 0.1 4 0.015 0. 002 10.0 0.05 0.05 20 125 250 250 500 200 1 1.0 0.3 0.05 5.0 Public Drinking Supply Limits mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 m9/1 mg/1 m9/1 no official limit no official limit no official limit mg/1 no official limit mg/1 no 044iciasl limit m9/1 mg/1 no oicfici3I limit r.c c,-Ffici.l limit no o4fici.1 limit rtic, c44icia1 limit mg/1 mg/1 no o+fici. 1 limit mc, / 1 mo/1 rn9;1 no o+•Fic1A1 limit rc'+ o•Fficiarl limit no official limit ilio % 1 cc1 / 100m1 {0Ti=i Tiwbidity And Iron r?s.(75 limits for drinking ;,.at,aes. Tr•e•±2t,rgg:•r,t or tt`ruse is sf-i►t_rggE)RCted. Lab fli r. 3 I;fri.+r {;>_ Ef. ltG r •td Wdtt :2Ei 6Et bI '»q ELOt' St'02-6 'OH 3•10Hri dWfld R Ot1I T1I sdsi Stir -110:4/7i 3 : 1,113d3 Relieved from. JOHN C. KEPHART & CO. GRANT JIIC11 LMRftS ANALYTICAL *YPORT Ciil l i gan, Steve White Carbondale, CO 81623 FAX: (970)963-0131 C &stomer No. labovatory No. Dare Reedved 11/11/99 209 CatAtNa JUNCTION. COLORADO B I SO Collins Drilling iSi11 Collins FAX (970)945-4074 Lab nunber Sample ID Arsenic (As1 Eeari umtEta) Cadmium(Gd) Chr (smi t.im (Cr ) F1uorideiF) L sad (Pb f Mercury(Hg) Ni trateiN) Seiyeni i.im f Se) Silver(Ag) Colc,r (CoJPt unit) pH Conduct i vi tya25 deg. C Sodium(Na) CaIcium(Ca) Magnes i um CMg ) Pot asci um (K ) Ch.lorideiCl> Sul 4 at. a (504 ) Phenol. Alka1inity(CaCO Total Al k.al i ni ty (C&CO3) E. . carbonate (HCO3) :arbonate (CO3) Dissolved solids Airdness {CaCC3) Turbidi tv (NTU) 3or'c3n (B) topper(Cu) Cron(Fs) 1anganese (Mn) iol•:bderigem(Mo) 4mmoni a (N) 'hosprlate (P) Iinc (Zn) C)ta1 Coliform bacteria Sample water Date Reported 12/14/S9 Public Drinking Supply Limits 7009 Collins, Olson 0. 000 0.10 0. 0000 0.000 0.11 0.000 0. 00000 0.43 0.000 0. 0000 7_90 350 •a . 47 14 1.4 2 63 0 127 154 0 247 175 73 0.00 0.005 1.'35 0.000 0. 000 0.00 ..06 0.000 0 MT: Turhidity and Iron exceed or these is suggested. mg11 mg f 1 man mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 ttmhros/cm mg/1 mg/1 mg/1 mg/1 mg/1 mg)1 mg/1 ma/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mQ J l mg/1 mg/1 mng/1. mg/! cc7. /).00ml 1 i err i t -for 0.05 mg/1 2.0 rtrg/l 0_005 mgll 0.1 mg/1 4 mg/1 0.015 mg/1 0.002 mg/1 10-0 mg/1 0.05 mg/1 0.05 m9/1 no o44icia1 limit rc official limit no crf-fi,cia1 limit 20 mq / 1 no of -ficial limit 125 mg/1 no of4icial limit 250 mg/1 250 mg/1 no o4ficiakl limit r,o official limit no official limit no o44icial limit 500 mg/1 2010 mg/1 1 1.0 0.3 0.05 5-0 no o+ficia+l limit mil rnq/1 ng/1 no 04 -ficial limit mcg official limit no o4+icial limit ag q / 1 c01/100m1 drinking_ w4t�rre. Tr•r_atmt:•r,t Lab Dir.: $rime+ Td 4!d£T :.120 566ti bi '3=Q Std e..E, 'OH 3•40E -td d4lfld 9HI11I8rI SklI'i-7:077i JOHN C. KEPHART & CO. GRANO:JUNCTION AT@(ES Rccieved Morn: ANALYTICA1. REPORT Culligan, Steve White Carbondale, CO 81623 FAX: (970)x63-0131 GRANA Jur4C77004. COt.ORADO 81501 Collins Drilling gill Collins FAX (970)945-4074 2308 Cue tomer Na Laboratory No. Sample Date ReeeSved Lit number Sample ID 11/11/99 water Date Reported 12/14/99 Arsenio (ids.) Earitam(E4 ) Cadmium(Cd) Chromium(Cr) FluarideiF) Load(Pb) Mercury (Hg) Ni trate tN) Selenium(Se) Si l Nier (Ag ) Color (Co/Ft unit) PH Ccsnducti vity(125 dee}. C Sodium(Na) CaIrioat(C& 1'lagneia i um i Mg ) Potassium(K) ChloritieiC1> Sulfate(SO4) Phenol. A1ka1ini1'y(Catd:,1 Total Al l -al i ni ty (CaCO3) Epicarbonste (HCO3) :arbonate(CO3) Dissolved 'Solids -Iarrin&ss (CaCO3) Turbidi tv (NTLI) :+oresn(B) topper(Cu) fron (Fe) 1anganese iMn) tol ybdarnLem (Mo) 4mmort i a (N ) ospbata (P) tine' (2rr) otal Coliform bacteria 2,308 Collins, Olson 0.000 0_10 0. 0000 0.000 0. 1 i 0. 000 0.00000 0.43 0. 000 0,0000 7_80 350 3.1 47 14 1.4 2 63 0 127 154 0 247 175 73 Q. 00 0. 005 1.35 0.000 0. 000 n.00 0.06 0.000 0 mg/1 mg d 1 mg/1 my/1 mg11 rng / 1 mg/1 mg/1 mg/1. mg/1 urnhos/r_m mg f1 mg/1 mg/1 rag/1 mg/1 mq/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1. mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 col. /1.00ml 0.05 2.0 0.005 0.1 4 0.015 0.002 10.0 0.05 0.05 20 125 250 2.50 Public Drinking Supply Limits mg/1 mgi1 mg/1 mg/1 mg/1 mg11 mg/1 mg/1 mg/1 mg/1 no official limit no official limit no official limit mg/1 no official limit mg/1 no official limit mg/i mg/1 no official limit no official limit no official limit no official limit 500 mg/1 200 mg/1 1 1.0 0.3 0.05 c0 no official 17.mit mcg/1 mg/1 mg/1 no oi-fici. l limit mc of4icia,1 1 t no official 1 uiq/ 1 c.oI / 1oom1 !OTE Tzir'bidity and Tron exceed limits for drinking_ waters. Tt-eatr,r 'r,t or thu se is suggested. Lab Dir.: PriAr, L-<.attfrr td Wci£T :IT FGGT bT »� bit OLE. • 3 10Hc! dl ltid 91-1I -11141 St J -1-101-1 /71 3 : 1,40HJ • • NAMES AND ADDRESSES OF OWNERS OF RECORD LAND IMMEDIATELY ADJOINING AND WITHIN 200' OF THE PROPOSED EXEMPTION Shirley and Ed Herman 225 Bell Court Denver, CO 80215 John Mills 1922 Crescent Place Midland, Texas 79705 Jerry R. Wing 4363 South Quebec Denver, CO 80237 Steven and Louise Conlin 4894 Sweetwater Road Gypsum, CO Michael Dyste 8724 Walton Pond Circle Bloomington, MN 55438 Lorna Mcllnay 7300 Yarrow Way Citrus Hites, CA 95610 Jason Battaglia 1121 Sweetwater Road Gypsum, CO 81637 4 Olson Exemption Application 2/99 1 District: I 1 Road: 150 I Permit #: 002-99 D GARFIELD COUNTY APPLICATION F r:1 R DRIVEWAY PERMIT Application Date 01-28-19. I. OLSON. DAREN (herein called "Applicant"), hereby requests permission and authority from the Board of County Commissioners to construct driveway approach(es) on the richt-of-way of Garfield County Road Number 150 adjacent to Applicant's property located on the NORTH side of the road, a distance of 0.0 MI mile(s) from 11?1 CO RD 150 for the purpose of obtaining access to PRIVATE RESIDENCE Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed instal- lation showing all necessary specification detail including (1) front- age of lot along road. (2) distance from centerline of road to property line. (3) number of driveways requested. (4) width of pro- posed driveway(s) and angle of approach, (5) distance from driveway to road intersection, if any, (6) size and shape of area separating driveways if more than one approach, and (7) setback distance of building(s) and other structures or improvements. GENERAL PROVISIONS FIRST: The Applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right-of-way. SECOND: The Applicant shall furnish all labor and materials, perform all work., and pay all costs in connection with the construction of the driveway (s) and .its apour t.:c:nances. on the right-of-way. All work shall be completed within 30 days of the Permit date. THIRD: The type of construction shall he as designated and/or approved by the Board of County Commissioners or their representative, and all materials used shall he of satisfactory quality and subject to inspec- tion and approval of the Board of County Commissioners or their.. representative. FOURTH: The traveling pr..tblio ::,ha.l1 ha protected during the ins.tal- i.at.i.or, wi th proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employees shall be held harmless against .any action for personal injury or property damage sustained by reason of the exerci .e of the Permit. 4!, FIFTH: The Applicant shall assume responsibil.ty for the removal or clearance of snow, ice or sleet upon any portion of the driveway ap- proach(es) even though deposited on the driveway(s) in the course of the County snow removal operatons. SIXTH: In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be securely braced before the fence is cut to prevent any slacking of the rern,in- ina fence, and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. SEVENTH: No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without the written permis- sion of the Board of County Commissioners. EIGHTH: Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. SPECIAL CONDITIONS RESPONSIBLE FOR TWO YEARS FROM DATE. OF COMPLETION HIDDEN DRIVEWAY SIGN ON DOWNHILL SIDE OF DRIVEWAY NO DAMAGE TO CHIPS CALL KENNY 945---6099 WHEN READY In signing this application and upon receiving authorization and permission to install the driveway approach(es) described herein the Applicant signifies that ha rias read, understands and accepts the foregoing provisions and coed .ons and agrees to construct the drive- way(s) in accordance with the 4ccompanying specification plan reviewed and approved by the Board of County Comm'ission %,rs. A 1 W '.i t n e <. Signed (.2:;,, (Signature of Applicant) PERMIT GRANTED THIS iJ DAY OF PROVISIONS, SPEC.IFICATI. NS. AND CONDIT.ONS STT For Board of County Cornrn.i ssic BY: (Address) (Telephone Nurnberr ) _1 9 -I , SUBJECT TO THE UL.ATED HE E....rN. ,ars:. of Garfield County, Colorad OSPECIFICATIO 1. A driveway approach is understood to be that portion of the high- way right-of-way between the pavement edge and the property line which is designed and used for the Interchange of traffic between the road- way pavement and the abutting property. 2. At any intersection, a brlVeway shall be restricted for a suf- ficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the highway in order to maneuver safely and without interfering with highway traffic. it� 4. The Applicant shall not be permitted to erect any sign or display e material, either fixed or moyable" on or extending over any portion of the highway right-of-way. 5.Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels or property having a frontage i in excess of one hundred (100) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining prQperty. 7. No commercial driveway shall have a width greater than thirty (30) feat measured at riaht angless to the centerline 0f the driveway, except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. 8.The axis of an approach to the road may be at a right angle to the centerline of the highway and of any anale between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. type will be made according to the Of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the highway right-of-way is specifically prohibited. Off -the road parking facil- ities should be provided by commercial establishments for customers' vehicles. 10.The arade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less thantwenty (20) feet from the pavement eged . Approach proaoh grades are restricted to not more than lO percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or highway. The Applicant will be required to provide, at his own expense, drain- age structures at entrances and exits which will become an integral part of the existing drainage system. The dimensions of all drainage struetUreS must be approved by the Board of County Commissioners or their representative prior to installation. NOTE: This permit shall he made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompar application. No permit will be issued without drawing. blueprint, or sketch. • Garfield County Goad & Bridge Department P.O, Box 2254 Glenwood Springs, CO 81602 Phone: 970-945-6111 Fax: 970-945-0934 King Lloyd, Supervisor Please remit for the 'following Permit(s): PERMIT(s) #: 002.99 0 Name: Address: City: Phone: OL. SON. DAREN PO BOX 3398 EAGLE 524-0230 Utility Cut Permits -Ws: Driveway Permits-#. s: Over Size Permits -Ws: From: From: From:. Over Weight Permits-# s: From: Si..: CO Today's Date: 01 28--19' Date of Issue 01-28-' Bond Holder: ZIP: 81631 To: Total. Utility 0U2-99 To: 002-99 Total Driveway To: Total Over Size Total Over Weight To: Fax/Administration Charges A .le Charge s) : TOTAL DUG:. -> Please Put Permit:. #'s On Check Paid ? (Yes or No) Check #: For Gar 15.00 Ccof,ty : • GecPtech June 30, 1999 Daren Olson P.O. Box 3398 Eagle, Colorado 81631 REC D JUL 2 1999 HepwoPawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Job No. 199 486 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Lot 2, Parcel 3, Olson Lot Split, Eagle County, Colorado Dear Mr. Olson: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated June 17, 1999. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Evaluation of potential geologic hazard impacts on the site are beyond the scope of this study. Proposed Construction: At the time of our study, design plans for the residence had not been developed. We understand the proposed residence is planned to be a single story modular structure over a basement level. Basement floor will be slab -on -grade. Cut depths are expected to range between about 3 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located to the southeast of the property. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field work. The ground surface in the proposed building area is relatively flat. A very steep slope is located to the north with an upward grade of about 65%. There is about 4 feet of elevation difference in the building area. Vegetation has been removed from the building area and the northern slope. Sweetwater Creek is located about 30 feet to the south and about 15 feet below the building site. Hack Creek is located to the east of the building area. Vegetation on the surrounding areas consist of oak brush and aspen trees with an understory of grass and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating an exploratory pit in the building area at the approximate location shown on Fig. 1. The log of the pit is presented on Fig. 2. The subsoils encountered, below about 21/ feet of topsoil, consist of relatively dense gravel, cobbles and boulders in a • Daren Olson June 30, 1999 Page 2 silty sand matrix. Results of a gradation analysis performed on a sample of the gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 3. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural gravel soils designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Topsoil and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravels. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site gravels, excluding oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from H -P GEOTECH • 1 Daren Olson June 30, 1999 Page 3 wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90 % of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale will be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on June 24, 1999 to evaluate the feasibility of an infiltration septic disposal system at the site. A pit and three percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the pit shown on Fig. 2 and consist of about 21/2 feet of topsoil overlying relatively dense gravel, cobbles and boulders in a silty sand matrix. The percolation test results are presented in Table I. The percolation test results indicate an infiltration rate between 8 and 40 minutes per inch. The slower rate determined from percolation test P-3 was conducted in the overlying topsoils. The system should be based in the gravels beneath the topsoil and based on an average percolation rate of 11 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. Due to the proximity of the two creeks, H -P GEOTECH • • Daren Olson June 30, 1999 Page 4 Garfield County may require that a civil engineer be engaged to design the system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pit excavated at the location indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include extrapolation of the subsurface conditions identified at the exploratory pit and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr Reviewed By: Daniel E. Hardin, P.E. JZA/ksm attachments H -P GEOTECH 7290 \ \ \ \ PARCEL 3 \ \ \ / \ \ APPROXIMATE SCALE 1"=40' \ 0 \ \• \\ ,t,Tr�a \\ \ /SO • 7310 1 \\ 7300 ��� ��_'-) \ \ \ \ \ P 2 \\ \•\ PIT 1 A \ \ ® p 0 �\ �\ P 1 P 3 \ \ \ \ N. \ s \ \ • • \ •• •\ • \ \ \ \ \ • \ \ • • N. • • 7290 30' STREAM SETBACK LINE `` 199 486 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PIT AND PERCOLATION TEST HOLES Fig. 1 Depth Feet 0 5 PIT 1 ELEV. = 7298' +4=74 _ —200=5 0 5 10 10 LEGEND: _J NOTES: TOPSOIL; slightly clayey silty sand with gravel and cobbles, organics, medium dense, dark brown. GRAVEL, COBBLES, AND BOULDERS(GP—GM); in a silty sand matrix, medium dense to dense, grayish brown, boulders up to about 3 feet in size, subangular to subrounded rock. Disturbed bulk sample. Depth — Feet 1. The exploratory pit was excavated on June 22, 1999 with a backhoe. 2. Location of the exploratory pit was measured approximately by pacing from features shown on the site plan provided. 3. Elevation of the exploratory pit was obtained by interpolation between contours on the site plan provided. Log is drawn to depth. 4. The exploratory pit location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit log represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pit at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: +4 = Percent retained on the No. 4 sieve —200 = Percent passing No. 200 sieve HEPWORTH — PAWLAK GEOTECHNICAL, INC. ► I I Mb11kIC HYDROMtit} ANALYSIS SIEVE ANALYSIS 24 HR. 7HR 45 MIN. 15 MIN. 100 90 80 70 80 50 40 30 20 10 11ME READINGS U.S. STANOARD SERIES CLEAR SQUARE OPENINGS 60 MIN.19 MIN. 4 MIN. 1 MIN. /200 1100 #50 /30 116 j8 14 3/81/2'3/4' 1 1/2' 5'6' .r .001 .002 .005 .009 .019 .037 .074 .150 10 20 30 40 50 60 .300 .600 1.18 2.36 4.75 9.512.5 19.0 37.5 76.2 152 203 127 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT 1 FINE 1 SAND MEDIUM (COARSE GRAVEL 1 COBBLES FINE COARSE 199 486 GRAVEL 74 % SAND 21 % SILT AND CLAY 5 % LIQUID LIMIT % PLASTICITY INDEX SAMPLE OF: Slightly Silty Sandy Gravel FROM: Pit 1 at 3 thru 5 Feet with Cobbles HEPWORTH - PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS 70 80 90 100 Fig. 3 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 199 486 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 75 5 water added 10 6 1/2 31/2 6 1/2 5 1 1/2 5 4 1 4 3 1 13 10 1/4 8 1/4 2 8 1/4 7 3/4 1/2 7 3/4 7 1/4 1/2 7 1/4 6 3/4 1/2 6 3/4 6 1/2 114 61/2 6 1/2 P-2 48 5 water added 9 1/2 8 1 1/2 8 8 7 1/4 3/4 7 1/4 6 1/2 3/4 6 1/2 6 1/2 6 5 1/4 3/4 9 8 1/2 1/2 8 1/2 7 3/4 3/4 7 3/4 7 3/4 7 6 1/2 1/2 6 1/2 5 3/4 3/4 P-3 46 5 8 1/2 8 1/2 40 8 7 1/4 3/4 7 1/4 7 1/4 0 7 1/4 7 3/4 7 7 0 7 6 3+'4 114 6 3/4 6 3/4 0 6 3/4 6 1/2 1/4 6 1/2 6 1/2 0 6 1/2 6 1/4 1/4 NOTE: Percolation test holes were dug in the bottom of backhoe pits and soaked on June 22, 1999 The test holes were resoaked on June 23, 1999. The percolation tests were conducted on June 24, 1999. The average percolation rate was based on the last two readings of each test. There was topsoil to 44" deep in P-3. ■■■■■ R E S U R G E RECEIVED JUL 2 1 ..... ■ ■■■■ ■ ■■I• E N G I N E E R I N G I N C. Mr. Darren Olson PO Box 3398 Eagle CO 81631 RE: Sweetwater Creek Property 100 Year Flood Plain and Drainage Plan Dear Darren: June 30, 1999 We have received and reviewed the contour map of the building site on Parcel 3 of your proposed lot split. The proposed building site lies on the north bank of Sweetwater Creek immediately upstream of the confluence with Hack Creek. The drawing shows the 30' set -back line for Sweetwater Creek but not for Hack Creek. When the 30'set- back for Hack Creek is added, the potential building envelope is reduced to an area of about 2500 square feet. See attached map. We have not had time to complete a flood flow analysis to determine the 100 year flood plain restrictions, however, it is our initial opinion that the flood plain will be less restrictive than the 30' set backs. The building site (elevation 7294 - 7300) is about 16' above the mean high water line of Sweetwater Creek and is upstream from and about 4'higher in elevation than Hack Creek. The drainage plan for the building site will depend upon the specific structure layout and elevations. However, given the very small off-site drainage area and the available change in elevation across the building site, any drainage plan should be quite simple. Essentially, the water from the hillside to the north must be carried to the east in a ditch to Hack Creek. All on-site run-off will flow naturally to Sweetwater Creek. Any "generated" run-off can be controlled to the historic amount using a small detention pond. Resource Engineering, Inc. can have the 100 year flood plain delineation by July 15, 1999 at an estimated cost of $1,500. Sincerely, RESOURCE ENGINEERING, INC. Paul S. Bussone, P.E. Water Resources Engineer PSB/dlh do fp drainplan.713.wpd 713-1.0 Attachment Consulting Engineers and Hydrologists 909 Colorado Avenue ■ Glenwood Springs, CO 81 601 ■ (970) 945-6777 ■ Fax (970) 945-1137 • • DISTRICT COURT, WATER DIVISION NO.5, COLORADO RECEIVED JUL 1 3 1914, Case No. 98CW188 AMENDMENT TO APPLICATION FOR WATER STORAGE RIGHTS, APPLICATION FOR UNDERGROUND WATER RIGHTS, AND APPLICATION FOR APPROVAL OF PLAN FOR AUGMENTATION _ CONCERNING THE APPLICATION FOR WATER RIGHTS OF: DAREN E. OLSON, in Garfield County, Colorado Name and address ofAp lip cant• Daren E. Olson 1226 Sweetwater Road P.O. Box 3398 Eagle, CO 81631 (970) 524-0230 (home) (970) 390-9290 (business) c/o Fran Cadez Attorney at Law 407-1 Broadway P.O. Box 3240 Eagle, CO 81631 (970) 328-7900 FIRST CLAIM APPLICATION FOR WATER STORAGE RIGHTS 1. Name of Structure: Olson Pond A. Legal description: A pond located in the NE1/4 NW1/4, Section 23, Township 3 South, Range 87 West, 6th P.M., at a point 800 feet from the North line and 1,800 feet from the West line of said Section 23. B. Source: The pond is an on -channel storage structure filled from Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. • • C. (i) Date of Appropriation: August 28, 1997 (ii) How appropriation was initiated: By Notice of Intent to Construct a Non -jurisdictional Water Impoundment Structure, Dam No. 97987 and by construction of Olson's Dam. (iii) Date water applied to beneficial use: September 1, 1997 D. Amount Claimed: 2.0 acre feet, absolute. E. Surface Area: 0.15 acres F. Use: Irrigation, aesthetic, piscatorial, fire protection and augmentation for domestic uses. G. If irrigation: (i) Number of square feet historically irrigated: 0 (ii) Total number of acres proposed to be irrigated: Up to 3 acres of land on Parcel 3 Martin Lot Line Change, Garfield County. (iii) Legal description of acreage irrigated or to be irrigated: Parcel 3 Martin Lot Line Change, Garfield County H. If non -irrigation, describe purpose fully: Aesthetic, piscatorial, fire protection and augmentation for domestic uses. I. Name and address of owner of land on which pond is located: Applicant. SECOND CLAIM APPLICATION FOR UNDERGROUND WATER RIGHTS 2. Name of Structure: Olson Well No. 1 A. Legal description of well: A well located NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 650 feet from the North line and 1,650 feet from the West line of said Section 23. B. Source: Alluvial aquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. C. Depth: 80 feet Daren E Olson Application for water rights November 20. 1998 • • D. (i) Date of Appropriation: August 26, 1997 (ii) How appropriation was initiated: By acquisition of well permit no. 204415. (iii) Date applied to beneficial use: February 1, 1998 E. Amount claimed: 15gpm, absolute. F. Use: Domestic, including 5,000 sq. ft. of lawn and landscape irrigation. G. If irrigation: (i) Number of acres historically irrigated: 0 (ii) Total number of square feet proposed to be irrigated: 5,000 sq. ft. (iii) Legal description of acreage irrigated or to be irrigated: Lawn and landscape irrigation within the Olson property located in the NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. H. If non -irrigation, describe purpose fully: Domestic. I. Name and address of the owner of land on which well is located: Applicant. J. Remarks: The Olson Well No. 1 is currently permitted as Colorado Division of Water Resources Well Permit No. 204415 and serves an existing single family dwelling. Use is limited by permit to ordinary, inside household uses. Applicant now applies for Olson Well No.1 as a non-exempt well to allow for multiple uses of the well, including domestic use and lawn and landscape irrigation. T CLAIM ,APPLICATION FOR UNDERGROUND WATER RIGHTS 3. Name of Structure: Olson Well No. 2 A: Legal description of well: A well located NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 1,310 feet from the North line and 1,950 feet from the West line of said Section 23. B. Source: Alluvial aquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. C. Depth: Estimated to be 80 feet D. (i) Date of Appropriation: March 1, 1998. Darn E. Olson Application for water rights November 20, 1998 (ii) How appropriation was initiated: By field investigations by the Applicant and intent to subdivide property, drill a well and appropriate water. (iii) Date applied to beneficial use: N/A E. Amount claimed: 15gpm, conditional. F. Use: Domestic, including 5,000 sq. ft. of lawn and landscape irrigation. G. If irrigation: (i) Number of acres historically irrigated: 0 (ii) Total number of square feet proposed to be irrigated: 5,000 sq. ft. (iii) Legal description of acreage irrigated or to be irrigated: Lawn and landscape irrigation within the Olson property located in the NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. H. If non -irrigation, describe purpose fully: Domestic. I. Name and address of the owner of land on which well is located: Applicant. J. Remarks: Applicant owns a 6.1 acre parcel of land at the confluence of Hack Creek and Sweetwater Creek in Water Division 5, District 52, Garfield County, Colorado. A single family dwelling is currently served by Olson Well No. 1, an exempt household use only well. Applicant proposes to subdivide the property into two parcels, currently separated by the county road. The newly created parcel will accommodate another single family dwelling to be served by Olson Well No. 2. FOURTH CLAIM APPLICATION FOR APPROVAL OF PLAN FOR AUGMENTATION 4. Name of structures to be augmented: Olson Well No. 1 and Olson Well No. 2, more fully described.in the Second and Third Claims listed above, and evaporation from Olson Pond. A. Statement of plan for augmentation: The Olson Wells No. 1 and No. 2 and the Olson Pond will be out -of -priority much of the time. Depletions to the stream system resulting from diversions from the wells and evaporation from the pond must be augmented during these periods. A conservative assumption is that the Olson water rights could potentially be subject to a downstream call in all months except the peak runoff season. During this non -call runoff period, the Olson Pond can be filled. During the remainder of the year, releases can be made from the pond to augment the depletions. Total Daren E Olson Application for water rights November 20. 1998 • • annual depletions, including pond evaporation, equals 0.88 acre feet as shown in Exhibit A and B, attached hereto and incorporated herein by reference. The Olson pond has sufficient capacity to make releases to offset the full amount of depletions. Both Olson Well No. 1 and No. 2 are or will be completed in alluvial formations within 100 feet of Hack Creek. No delayed streamflow impact is anticipated, therefore, augmentation releases can be made at the time of call. B. Name and address of the owner of land on which structures are located: Applicant WHEREFORE, Applicant prays for a decree granting and confirming water rights in and to the above-described Olson Pond, Olson Well No. 1, Olson Well No.2 and Applicant's plan for augmentation. Dated this Y day of November, 1998. By Name and address of Applicant: Daren E. Olson 1226 Sweetwater Road P.O. Box 3398 Eagle, CO 81631 Daren 9 Olson Application for water rights November 20, 1998 FRAN CADEZ Attorney for Applicant 407-1 Broadway P.O. Box 3240 Eagle, CO 81632 (970) 328-7900 Attorney Registration No. 021250 STATE OF COLORADO ) COUNTY OF GARFIELD ) ss. VERIFICATION I, Paul Bussone, a professional engineer for Resource Engineering, Inc., being first duly sworn, upon oath, depose and say that I have read the foregoing, know the contents thereof, and that the same are true to the best of my information, knowledge and belief. gifl- 4,,z;zr)- ul Bussone, P.E. Subscribed under oath before me on this 20th day of November, 1998. My commission expires: 06/28/2000 Daren E Olson Application for water rights November20, 1998 Water User : Analysts Date OLSON JUNE 1, 1998 Maximum Demand: (GPM) (CFS) 15 0.033 (1) (2) Domestic Commercial Month In-house or Other January 0.067 February 0.060 March 0.067 April 0.064 May 0.067 June 0.064 July 0.067 August 0.067 September 0.064 October 0.067 November 0.064 December 0.067 TOTALS -> 0.784 ^+ 1..,, CIA 0.000 0.000 0.000 0.030 0.040 0.060 0.070 0.070 0.050 0.030 0.000 0.000 0.350 TABLE 1 WATER REQUIREMENTS (acre feet) Total Demand (3) (4) (5) (6) Lawn Crop Irrigation Irrigation Livestock TOTAL 0.000 0.000 0.000 0.004 0.098 0.131 0.122 0.076 0.065 0.013 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 000 0.000 0.000 0.000 0 000 0.000 0.067 0.060 0.067 0.098 0.205 0.256 0.258 0.213 0.180 0.109 0.064 0.067 0.509 0.000 0.000 1.643 NUMBER OF RESIDENCES 1 persons/residence 8 gallons/person/day 2 3.5 100 Commercial/Other Demand (af) 0.350 POND EVAPORATION Sq. Ft. of Lawn Irrigated Lawn Application Rate (af/ac) Acres of Crop Irrigated Crop Application Rate (af/ac) 10000 2.194 0.00 0.000 (7) Domestic In-house 0.010 0.009 0.010 0.010 0.010 0.010 0010 0.010 0.010 0010 0.010 0.010 Consumptive Use (8) (9) (10) (11) (12) Commercial Lawn Crop or Other Irrigation Irrigation Livestock TOTAL 0.000 0.000 0.000 0.030 0.040 0.060 0070 0.070 0.050 0 030 • 0.000 0.000 0.000 0.000 0.000 0.003 0.079 0.105 '0.097 0 061 0.052 0.010 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.010 0.009 0.010 0.043 0.129 0.175 0.177 0.141 0.112 0.050 0.010 0.010 0.118 0.350 0.407 0.000 0.000 0.875 Exhibit A r1-1-1 rl (5) i of Livestock ® 11 gals/day (7) % CU for DomesticJCommerciai (9) % Lawn brig. Efficiency Consumption of Irrig. (af/ac) (10) % Crop brig. Efficiency Consumption of Irrig. (af/ac) (9-10) Elevation (feet) 0 15 80 1.755 80 0.000 7400 POND AND LAKE EVAPORATION ELEVATION; 7400 FEET MEAN ANNUAL EVAPORATION 40 INCHES POND (RESERVOIR) SURFACE AREA 0.15 ACRES NAME:.OLSON POND MONTH GROSS EVAP. RATE (INCHES) AVERAGE PRECIP. (INCHES) EFFECTIVE PRECIP. (INCHES) NET EVAP. RATE (INCHES) POND EVAP. (A.F.) JANUARY 1.16 0.74 0.52 0.00 0.00 FEBRUARY 1.28 0.58 0.41 0.00 0.00 MARCH 1.80 0.80 0.56 0.00 0.00 APRIL 2.68 0.73 0.51 2.17 0.03 MAY 3.60 0.79 0.55 3.05 0.04 JUNE 5.36 0.85 0.60 4.77 0.06 JULY 6.36 1.31 0.92 5.44 0.07 AUGUST 6.08 0.96 0.67 5.41 0.07 SEPTEMBER 4.84 1.21 0.85 13.99 0.05 OCTOBER 3.32 1.05 0.74 2.59 0.03 NOVEMBER 2.16 0.72 0.50 0.00 0.00 DECEMBER 1.36 0.91 0.64 0.00 0.00 TOTAL 40.00 10.65 7.46 27.41 0.34 (1.) MONTHLY DISTRIBUTION OF GROSS ANUAL EVAPORATION RATE IN ACCORDANCE WITH SEO GENERAL CRITERIA. (2 ) MONTHLY PRECIPITATION FROM LOCAL WEATHER STATION. (3 ) 70% OF COLUMN 2. (4 ) GROSS EVAPORATION LESS EFFECTIVE PRECIPITATION. (1.) - (3.) (5 )TOTAL RESERVOIR EVAPORATION Exhibit B • • STATE OF COLORADO DIVISION OF WATER RESOURCES WATER DIVISION FIVE Office of the State Engineer Department of Natural Resources 50633 U.S. Hwy. 6 & 24 P.O. Box 396 Glenwood Springs, CO 81602 Phone: (970) 945-5665 FAX: (970) 945-8741 (call first) http://water.state.co.us/default.htm Ms. Kit Lyon, Planner Garfield County Planning Dept. Garfield County Courthouse 109 8th St Glenwood Springs CO 81601 July 6, 1999 Re: Daren E. Olson Augmentation Plan and Well Permits - 98CW188 Dear Ms. Lyon: Bill Owens Governor Greg E. Walcher Executive Director Hal D. Simpson, P.E. State Engineer Orlyn J.Bell Division Engineer Mr. Olson's well permits are being applied for (Olson Well Nos. 1 & 2) pursuant to the decreed augmentation plan in 98CW188 and C.R.S. 37-90-137(2). The Division of Water Resources will act on these permit applications within 45 days of receiving completed applications. Enclosed is a copy of the decreed augmentation plan. Enc. If you need further information, please let me know. Sincerely, Orlyn J. Bell RECEIVED JUL 8 1999 • • DISTRICT COURT, WATER DIVISION NO. 5, COLORADO "['- ` '99 Application No. 98CW188 RULING OF REFEREE IN THE MATTER OF THE APPLICATION FOR WATER STORAGE RIGHTS, UNDERGROUND WATER RIGHTS, AND APPROVAL OF A PLAN FOR AUGMENTATION OF: DAREN E. OLSON, IN GARFIELD COUNTY. The above entitled Application was filed on November 20, 1998, and was referred to the undersigned as Water Referee for Water Division No. 5, State of 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 Determination and Administration Act of 1969. And the undersigned Referee having made such investigations as are necessary to determine whether or not the statements in the Application are true and having become fully advised with respect to the subject matter of the Application does hereby make the following determination of Ruling as the Referee in this matter, to wit: 1. The statements in the Application are true. 2. The name and address of the Applicant: Daren E. Olson 1121 Sweetwater Road P.O. Box 3398 Eagle, CO 81631 (970) 524-0230 (home) (970) 390-9290 (business) 3. a. The name of the structure is the Olson Pond, an on -channel storage structure. b. The source of the water for Olson Pond is from Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. c. The place of storage is located at a point in the NE1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M., at a point 800 feet from the North line and 1,800 feet from the West line of said Section 23. 1 d. The use is irrigation, aesthetic, piscatorial, fire protection and augmentation for domestic uses. e. The date of initiation of appropriation is August 28, 1997. f. The amount of water claimed is 2.0 acre feet, absolute. g. The surface area is 0.15 acres. 4. a. The name of the structure is Olson Well No. 1. b. The source of the water is the alluvial acquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. c. The point of diversion is located at NE 1/4 NW1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 650 feet from the North line and 1,650 feet from the West line of said Section 23.. d. The date of initiation of appropriation is August 26, 1997. e. The use is domestic, including 5,000 square feet of lawn and landscape irrigation. f. The amount of water claimed is 0.65 acre feet per year for domestic use and for 5,000 square feet of lawn and landscape irrigation. In house use of 15gpm is absolute. Lawn and landscape irrigation is conditional. 5. a. The name of the structure is Olson Well No. 2 b. The source of the water is the alluvial aquifer Hack Creek tributary to Sweetwater Creek tributary to the Colorado River. c. The point of diversion is located at NE 1/4 NW 1/4, Section 23, Township 3 South, Range 87 West, 6th P.M. at a point 1,310 feet from the North line and 1,950 feet from the West line of said Section 23. d. The date of appropriation is March 1, 1998. e. The use is domestic, including 5,000 square feet of lawn and landscape irrigation. f. The amount of water claimed is 0.65 acre feet per year for domestic use and for 5,000 square feet of lawn and landscape irrigation. In house use of 15gpm and lawn and landscape irrigation is conditional. 6. a. An augmentation plan to augment the structures described as Olson Pond, Olson Well No. 1 and Olson Well No. 2. 2 • '-(3L- /5'5' The Olson Wells No. 1 and No. 2 and the Olson Pond will be out -of -priority much of the time. Depletions to the stream system resulting from diversions from the wells and evaporation from the pond must be augmented during these periods. A conservative assumption is that the Olson water rights could potentially be subject to a downstream call in all months except the peak runoff season. During this non -call runoff period, the Olson Pond can be filled. During the remainder of the year, releases can be made from the pond to augment the depletions. The Olson Pond has sufficient capacity to make releases to offset the full amount of depletions. Both Olson Well No.1 and No.2 are or will be completed in alluvial formations within 100 feet of Hack Creek. No delayed streamflow impact is anticipated, therefore, augmentation releases can be made at the time of call. However, pursuant to C.R.S. 37-92-305(8), the state engineer shall curtail all out -of -priority diversions, the depletions from which are not so replaced as to prevent injury to vested water rights. The Referee does therefore conclude the above entitled Application should be granted. It is further ORDERED that, 1. Prior to implementing the plan for augmentation, pursuant to C.R.S. 37-90-137(2), permits for the construction and operation of Olson Well No. 1 and No. 2 must be obtained. 2. The applicant shall install measuring devices, provide accounting, and supply calculations regarding the timing of depletions as required by the Division Engineer for the operation of this plan. The applicant shall also file an annual report with the Division Engineer by November 15th of each year summarizing diversions and replacements made under this plait. 3. Once the augmentation plan has become operational, the court shall retain jurisdiction for a period of five years to assure that,adequate protection is provided to other vested water rights or other conditional water rights. It is accordingly ORDERED that this Ruling shall be filed with the Water Clerk subject to Judicial review. 3 • • r" trr41 '93 i.a 25 ye It is further ORDERED that a copy of this Ruling shall be filed with the appropriate Division Engineer and the State Engineer. Dated APRIL 30, 1999 BY REFEREE Water Referee Water Division No. 5 State of Colorado Cnw nr =l;(b Water Referee_D_JJ•vEn$ State Eo(Drate• eputy Cleric. Water Div No S No protest was filed in this matter. The foregoing Ruling is confirmed and approved, and is made the Judgment and Decree of this Court. Dated ,7 fnjw of the foregoing tnyilpd Jo all Cowart of rod x Water Referee Div Eng State Eng )Date 5247719 Dr Deputy Clerk, Water Div No 5 Cade,z `-1 ,Z177,7 4 "i/ Water Judge WATERCCase Nolfu= COLORADO DIVISION OF W ER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM. 818, DENVER CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 RESIDENTIAL *(Note: You may also use this form to apply for Review instructions prior to completing form 1. APPLICANT INFORMATION IP� RECEIVED 3 1999 livestock watenng) RECEIVED JJ! '99 WA RR;c �� Water Well Peanut pplication Must be completed iri-lilack ink or typed 6. USE OF WELL (check appropriate entry or entries) Name of applicant Mailing Address PC. B0-7 3,3 City C.4—� I� State Zip code CC) F/‘3/ Telepnone Number (include area code) (R) 599 -G;-JC) 2. TYPE OF APPLICATION (check applicable box(es)) See instructions to determine usets) for which you may qualify -- O A. Ordinary household use in one single-family dwelling (NO outside use) O B. Ordinary household use in 1 to 3 single-family dwellings: Numb iof dwellings: / Home garden/lawn irrigation, not to e /area irrigated- -S000 sed 1 acre: sq. ft. 0 acre Domestic animal watering -- (non-commercial) O C. Livestock watering (on farm/ranch/range/pasture) ❑ Construct new well ❑ Replace existing well ❑ Change (source) aquifer ❑ Other: ❑Use existing well EYE—Flange / Increase Use 0 Reapplication(expired pemtitl 7. WELL DATA Maximum pumping rate /S gpm Annual amount to ba withdrawn acre-feet 3. REFER TO (if applicable): Total depth feet Aquifer Water court case # 98Cw1,._g J iixsicA) ins Permit # ^c, y(7/ �S- 8. TYPE OF RESIDENTIAL SEWAGE SYSTEM Verbal R -VE- Monitoring hole acknowledgment # MH- - Well name or # OLsoio VNJell AlO l t'erv�;t- �GyU fS 4. LOCATION OF WELL Septic tank / absorption (each field O Central system District name: ❑ Vault Location sewage to be hauled to: ❑ Other (attach copy of engineering design) County Section a3 CITownship N orES2/7 3 ❑ Quarter/quarter P t/4 Quarter 9. PROPOSED WELL DRILLER (optional) Distance of well from section li s Range E or 87 ❑ Principal Meridian 6. Name License number 10. SIGNATURE of applicant(s) or authorized agent ft. from ❑E3/1/1/7/ ft. from❑ S Well location address, if different from applicant address if applicable) 65-0 //a/ ,'f-teeI bocLtc'f i.c�f �r'Yti�t1�octi O For replacement wells only - distance and direction from old well to riew well feet direction The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 mis- demeanor pursuant to C.R.S. 24-4-104(13)(a). I have read the statements herein, know the contents thereof and state that they are true to my knowledge. 5. TRACT ON WHICH WELL WILL BE LOCATED A. You must check one of the following - see instructions O Subdivision: Name CA,Sak) Lot no. I Block no. Filing/Unit ❑ County exemption (attach copy of county approval & survey) Name/no. ,••,c.)..l3 Tract no. O Mining claim (attach copy of deed or survey) Name/no. O Other (attach legal description to application) Must b . sinal signature Tide cnuneft_ Date OPTIONAL INFORMATION USGS map name DWR map no. Surface elev. - B. STATE PARCEL ID# (optional): C. # acres in tract a.Og D. Ar!,,you the owner of this property? YES 0 NO (if no - see detailed inst.) E. VV- his be the only well on this tract? ES 0 NO (if other wells are on this tract - see detailed inst.) Office Use Only DIV CO WD BA USE MD Form GWS -44 (11/95) COLORADO DIVISION OF ER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM. 818, DENVER CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 RESIDENTIAL *(Note: You may also use this form to apply for livestock watering) • • t'ETVED Water Well Permit "A0ilication Must be completed iii titadk ink or typed Review instructions prior to completing Torm 1. APPLICANT INFORMATION 6. USE OF WELL (check appropriate entry or entries) See instructions to determine use(s) for which you may qualify -- ■ A. Ordinary household use in one single-family dwelling (NO outside use) • B. Ordinary household use in 1 to 3 single-family dwellings: Number of dwellings: Name of applicant DRTA- -.- {— CIS 0 N Mailing Address c•0i 8 -c-t-5 e) CO ��((3/ • Home garden/lawn irrigation, not toe ed 1 acre: area irrigated S(2,cC) al sq. ft. ■ acre City State Zip code .7() LI—,--lif- O 3n • Domestic animal watering -- (non-commercial) ■ C. Livestock watering (on farm/ranch/range/pasture) Telephone Number (include area code) 2. TYPE OF APPLICATION (check applicable box(es)) f . Construct new well ■ Use existing well ■Replace existing well • Change / Increase Use •Change (source) aquifer • Reapplication(expired permit) o Other: 7. WELL DATA Maximum pumping rate gpm Annual amount to be withdrawn acre-feet Total depth feet Aquifer 3. REFER TO (if applicable): 8. TYPE OF RESIDENTIAL SEWAGE SYSTEM Water court case #gQCldotg$ Dit.S;oi NO,S Permit # • Septic tank / absorption (each field • Central system District name: Verbal # -VE- Monitoring hole acknowledgment # MH- - • Vault Location sewage to be hauled to: Well name or/ CASCUN Wek\ NQ • • Other (attach copy of engineering design) 4. LOCATION OF WELL County C4c,�c T- 9.xA Quarter/quarter ,/ N E 4 Quarter t/4 Nv l 9. PROPOSED WELL DRILLER (optional) Name t Co 1 c Q nS-e cl License number Section TownshipN or S 3 • Range E or W g S7 • Principal Meridian 6th 10. SIGNATURE of applicant(s) or authorized agent Distance of well from section lines 1310 ft. from LJ IY • s VIS -0 ft. from ■ E w The making of false statements herein constitutes in the second degree, which is punishable as a class demeanor pursuant to C.R.S. 24-4-104(13)(a). the statements herein, know the contents thereof that • y are true to my know,;-. ge. perjury 1 mis- I have read and state Well location address, if different from applicant address lif applicable) For replacement wills only - distance and direction from old well to new web feet direction Muat • • sand signature C -_ 5. TRACT ON WHICH WELL WILL BE LOCATED A. You must check one of the following - see instructions • Subdivision: Name QtSO!- St-aocl;thSio i Title (i�i7e4 Date 9 7-1(X- ! OPTIONAL INFORMATION Lot no. Block no. Filing/Unit uses map name DWR map no. Surface elev.• County exemption (attach copy of county approval & survey) Name/no.e;OckiN^ Tract no. Office Use Only DIV • Mining claim (attach copy of deed or survey) Narp�no. CO Q' Other (attach legal description to application) WD B. STATE PARCEL ID# (optional): BA C. 1 acres in tract 4tyc D. Are u the owner of this property? 3YES • NO (if no - see detailed inst.) USE MD E. iI this be the only well on this tract? - 'YES • NO (if other wells are on this tract - see detailed inst.) .- .-.Yr,- , . /11 /0 • • It is further ORDERED that a copy of this Ruling shall be filed with the appropriate Division Engineer and the State Engineer. Dated APRIL 30, 1999 Copy of thr, forrynirIE'Qaijt+i to all ('oumrl of rrron{` Water Referee_Djv Eng." State EoK_Date• ' Q 9 eputy Cleric. Water Div No 5 36 BY REFEREE Water Referee Water Division No. 5 State of Colorado elZ No protest was filed in this matter. The foregoing Ruling is confirmed and approved, and is made the Judgment and Decree of this Court. Dated 3/71P7 =it'd the fnregning m�i�1 1pa ei of mnrcr� Water Referee Div Eng X State Eng /Date 5 2‘Fcici arrm Deputy Cleric, Water Div No 5 CQcie,z • Water Judge WATER 4 Case No a LU�5 1(