The URL can be used to link to this page

Home My WebLink About6.0 Satisfaction of Conditions41 JOHN W. SAVAGE, P.C. Attorney at Law T May 12- 2003 A I°1ENTION: Mr. Fred .barman- Senior Planner Garfield County Building and Planning Department 108 Eighth Street, Suite 201 Glenwood Springs, CO 81601 RE: Parrington Subdivision Exemption Dear Fred: 201 Railroad Ave. P.O. Box 1926 Rifle, CO 81650-1926 970-625-1470; fax: 625-0803 email: SavageJW@rof.net Per your letter of October 14, 2002 concerning the captioned matter and the conditions of approval mentioned therein, the following requirements have been met: 1. Two driveway permits (#1 your letter): Permits No. 44 and No. 45 from the Garfield County Road and Bridge Department are attached; 2. Noxious Weeds and Management Plan (#2 your letter): copy of Parrington letter dated 11/24/2002 with attached map, submitted to you earlier; 3. School Site Acquisition Fees (#5 your letter): $400.00 paid to your office on 11/24/2002 (copy of cancelled check enclosed); 4. Grand River Ditch Easement (#9 your letter): Copy of recorded Ditch Easement Declaration enclosed; 5. Water Supplies (# 12 your letter): copies of Well Permits #58578-F and #58579-F. with attached copies for each Permit of Construction and Test Reports (filed with the State of Colorado)_ Aqua Tec -s Well Test Reports and water quality reports; 6. Final Plat (#3, #10 and #13): original Mylar enclosed; 7. Parrington check No. 7585 in the amount of $50.00 payable to Garfield County Treasurer for the County Surveyor fee; and 8. Parrington Check No. 7586 in the amount of $11.00 payable to Garfield Count. Clerk and Recorder for the plat recording fee. Please submit to Commissioners for signatures and recording. Please contact the undersigned if additional information is required. Sicerely, !/v . Save JWS:np Enclosures xc: John and Nila Parrington w/o encl G:\CLIENTS\Farrington\SubExemptionll\Itr 030512 to Jarmin re requirement compliance.doc Apr -09-03 11:47A AQUA TEC SYSTEMS 970-984-0312 P.03 • • L . SYS E.MS, iNC.. P.O. BOX 488 GLENWOOD SPRINGS, CO.81602 970-984-0311 FAX 970-984-0312 4/2/03 JOHN Ft NILA PARRINGTON 0145 RD 225 RIFLE, CO.81650 RE: WELL TEST, 4 HOUR, PERMIT 58479-F TO WHOM IT MAY CONCERN: ON MARCH 19, 2003 A TEST WAS PERFORMED ON A WELL ALLEDGED TO BE THAT OF PERMIT # 58479-F. THE WELL WAS PUMPED FOR 4 HOURS. THE STATIC WATER LEVEL WAS 5'-7" FROM SURFACE. PUMPING AT A RATE OF 10 TO 15 GPM THE WATER LEVEL DROPPED APPROXIMATELY 215 FEET TO THE INSTALLED DEPTH IOF THE SUBMERSIBLE WITHIN 50 MINUTES. PUMPING OVER THE NEXT 3 HOURS AND 10 MINUTES WENT FROM AN AVERAGE OF 2.9 GPM TO 1.4 GPM, THERE IS NOT SUFFICIENT DATA TO ALLOW US TO PROJECT WHAT THAT RATE WOULD DO OVER A LONGER DURATION OF CONTINOUS PUMPING, HOWEVER, IF IT COULD AVERAGE 1 GPM CONT1NOU5 THIS WOULD BE EQUIVALENT TO 1440 GALLONS PER DAY AND THIS SHOULD BE MORE THAN ENOUGH TO PROVIDE IN HOUSE WATER FOR FOURTEEN PEOPLE. WHEN WE STOPPED PUMPING THE WELL RECOVERED 37 FEET AFTER 1 HOUR. THE RESULTS OBTAINED ARE REPRESENTITIVE OF ONLY WHAT WE OBSERVED ON THAT DATE AND DO NOT ACCOUNT FOR POSSIBLE SEASONAL VARIATION OF THE AQUIFER NOR LONGER PUMPING DURATION. TOM PLATZER STATE LICENSE # 1106 Apr -09-03 11:47A AQUA TEC SYSTEMS 970-984-0312 P.03 • • AQUA ! i:IC SYS I v .MS INC, P.O. BOX 488 GLENWOOD SPRINGS, CO.81602 970-984-0311 FAX 970-984-0312 4/2/03 JOHN £t NILA PARRINGTON 0145 RD 225 RIFLE, CO.81650 RE: WELL TEST, 4 HOUR, PERMIT 58479-F TO WHOM IT MAY CONCERN: ON MARCH 19, 2003 A TEST WAS PERFORMED ON A WELL ALLEDGED TO BE THAT OF PERMIT # 58479-F. THE WELL WAS PUMPED FOR 4 HOURS. THE STATIC WATER LEVEL WAS 5'-7" FROM SURFACE. PUMPING AT A RATE OF 10 TO 15 GPM THE WATER LEVEL DROPPED APPROXIMATELY 215 FEET TO THE INSTALLED DEPTH IOF THE SUBMERSIBLE WITHIN 50 MINUTES. PUMPING OVER THE NEXT 3 HOURS AND 10 MINUTES WENT FROM AN AVERAGE OF 2.9 GPM TO 1.4 GPM. THERE IS NOT SUFFICIENT DATA TO ALLOW US TO PROJECT WHAT THAT RATE WOULD DO OVER A LONGER DURATION OF CONTINOUS PUMPING, HOWEVER, IF IT COULD AVERAGE 1 GPM CONTINOUS THIS WOULD BE EQUIVALENT TO 1440 GALLONS PER DAY AND THIS SHOULD BE MORE THAN ENOUGH TO PROVIDE IN HOUSE WATER FOR FOURTEEN PEOPLE. WHEN WE STOPPED PUMPING THE WELL RECOVERED 37 FEET AFTER 1 HOUR. THE RESULTS OBTAINED ARE REPRESENTITIVE OF ONLY WHAT WE OBSERVED ON THAT DATE AND DO NOT ACCOUNT FOR POSSIBLE SEASONAL VARIATION OF THE AQUIFER NOR LONGER PUMPING DURATION. TOM PLATZER STATE LICENSE # 1106 Apr -09-03 11:48A AQUA TEC SYSTEMS • LABORATORY 6 RADIATION SERVICES 8100 LOWRY BOULEVARD DENVER, CO 80230-6928 SAMPLE INFORMATION: PWS ID 40 1 .0 ME • ossisog.A —1 F SY COMMUNITY - NON -COMMUNITY ! 1 PRIVATE US MAIL PO BOX 17123 DENVER, CO 60217 WATER BACTERIOLOGY 970-984-0312 • 0 ROUTINE 0 RAW 0 REPEAT FOR THE MONTH OF 0 SPECIAL PURPOSE ❑ FINISHED DDRE $ C ILORINE R U L ary ORDERED BY: (SAMPLE MAY NOT BE TESTED 1F A NFORMA 10 1SOT PR UNTY LAB 106 (07/97) 1116 .CRESS CITY/ 8TA7E/ i .0100 .1 II A.0 a TEST ORDERED K ►' 1 PHO E OVID D) MG/L STD BACT, 0 OTHER 4g/(0 8e,7_60, 2935 APRO1 t4'1 COLLECTED DATE TIME x/03 2 Ej pm AM RECEIVED --LI___.❑ AM ❑ rM RESULTS: SEE REVERSE FOR EX' .. TION TOTAL COLIFORM 1:1] PRESENT L % ABSENT MOST PROBABLE NO. 0 DENVER ANALYST COLIFORM/10OML P_06 Apr -09-03 11:49A AQUA TEC SYSTEMS 97954-0312 Colorado Deportment of Public Moult and Environment Csmptwnoa Monitoring & Data MiWapintint Unk ReORT[NQ FORM FOR EESSArvemgrritilliganed ANALYSES SAMPLat PLEASE RLL OUT ONE FORM - FOR EACH INDIVIDUAL SOUR /PLANTa COMPOSITE SET TES t l a IMO t l THELE REili1.7S ARE TO aE USED TO FULFILL ant SAMPLWO REDtAiaiENTs M1IossON&4QOJflR?A>t/_sow MOO h - COUNTY: .�..�'rtC1 �]. co DATE COLLECTED: 1Q7 BY issr BU rw*&a ohr.7 N to S�' '!9d ADORL -t t A serf 7V CONTACT. ,crio 4 --per 11 SAMPtS COLLECTED BY: 009, OO b 1 e, T : o y . ,iD� WATER TYPE RAW «r.r..... eam.w.,w E(j « CHLORINATED (•; or OTHER TREATMENT c 1 A. U. f lrn a• Mlle r AAII .D0 SAMPLES NEED TO RE COMPOSTTTD NYL ASOR OWIX ?: YES I ) a IO 1 xi PW, Mt7 Beim Tat Li* LOOM ui8A> LEi 17720 NAME or Aquatec Systems Grand Jct. Labor at ori ea . 970 242-/618 LA oRA1oRY NAIVtE 4.a PHONE 0. I. DATER 1Vg LAIlORATORY 3 / 20/ 03DATE ANALYZE: see be1 ow COMMENTS:: Method from "Annual&o,oh of ASTM Standards. •' &MVO /MOO 61t4 Dat e , 616100 O =lax �D L Analyzed: Mi1ATERETRTTE-N 8 iQ.O D3867908 0.01elidli 4/9107, NETMTEly 0.18 10.0 D3867908 Q.01 418103 M7/111E-N ___ 1A Dag _ 0. > ,/21/03 SOL ., --ws Om Orr Med Ism IJL 4 MInat. R we bare *01i MDL. M!; . Ilrt.'�i/M! #i osepwwi M. SII Lwd - U61IIeJ1..i•.1iiNriWOII MOlom Ism lilt . 11i1 tet Iwo M.wlt/ 7,14-0, A - Director, Grand Jct. Lab AINAonov.ew re. 1111111i112101.111TOt: Ci:l slo Deswwt� / 1�w NW& an iwrt WOCOl1 1.4f00 Otl t ..Y Omit Delo !soft Demme CO itD 4/ 9 / 03 Ditr 100 P. 07 FORM NO. GWS -31 10-94 WELL CONSTRU, AND TEST REPORT STATE OF COLORAD ICE OF THE STATE ENGINEER 131 Sherman St., Rm 818, Denver, CO 80203 WELL PERMIT NUMBER 58479-F 2 OWNER NAME (S) Johnk. & Nila I. Parrington Mailing Address 0145 CR 225 City, St. Zip Rifle, CO. 81650 Phone For Office Use only tiE(..3E YIAR 2 6 2003 ER, REQ'.., _c STATE Er 31 FEP r`,0u 3 WELL LOCATION AS DRILLED: NE 1/4 SW 1/4 Sec. 6 Twp. 6 S Range 92 W Sixth P.M. DISTANCE FROM SEC. LINES: 4 1600 ft. from South Sec. Line. and 1250 ft. from West Sec. Line. OR SUBDIVISION: LOT BLOCK FILING(UNIT) STREET ADDRESS AT WELL LOCATION: Parrington Well #3 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED 3/14/03 TOTAL DEPTH 250 ft. DEPTH COMPLETED 250 ft. 5 GEOLOGIC LOG Description of Material (Type, Size, Color, Water Location) I 6 HOLE DIAM. (in.) 9 7/8" Depth 0-60' Clay 6 1/8" From (ft) To (ft) 0 60 60 250 60-150 Brown Sandstone 150-200' Red Sansstone 200-250' Grey Sandstone 7 PLAIN CASING OD (in) Kind WaII Size From(ft) To (ft) 6 5/8" Steel 0.25 +2 60 W@ 150, 210 and 245 4 1/2" PVC SO 40 10 50 4 1/2" PVC Sch 40 230 250 PERF. CASING: Screen Slot Size: .30 4 1/2" PVC Sch 40 50 230 REMARKS 1 Drive shoe 8 FILTER PACK: 9. PACKER PLACEMENT Material N/A Type Rubber Size Interval Depth 39 10 GROUTING RECORD: Material Amount Density Interval Replacement cement 7 Sks 15 3-39 Poured & Originaly drilled in December 02, not fully completed witch PVC Liner until March 03. Vibrated I 11 DISINFECTION: Type Chlorine Amt. Used 10 oz. 12 WELL TEST DATA: []Check box if Test Data is submitted on Form No. GWS 39 Supplemental Well Test. TESTING METHOD Air Lift Static Level 4 ft. Date/Time measured 12-09-02 3:15 pm , Production Rate Pumping level 250 ft. Date/Time measured 12-09-02 3:30 pm , Test length (hrs.) 5 Spm Remarks 1.5 13 I have read the statements made herein and know the contents thereof, and that they are true to my knowledge [Pursuant to Section 24-4-104 (13) (a) C.R.S., the making of false statements herein constitutes perjury in the second degree and is punishable as a lass 1 misdemeanor.] CONTRACTOR Syracuse Drilling & Pump Co., Inc. Mailing Address P.O. Box 631, Rifle, CO 81650 Name/Title (Please type or print) Signatu Jay J. DeLine, Director / /NE(97, .25-11. ' Lic. No. 1382 A Dat /4'13 Form No. GWS -25 APPLICANT OFFICE OF T•JTATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 JOHN K & NILA I PARRINGTON 0145 CR 225 RIFLE, CO 81650- LIC WELL PERMIT NUMBER 58479 -F DIV. 5 WD 39 DES. BASIN MD Lot: 1A Block: Filing: Subdiv: PARRINGTON EXEMPTION II APPROVED WELL LOCATION GARFIELD COUNTY NE 1/4 SW 1/4 Section 6 Township 6 S Range 92 W Sixth P.M. DISTANCES FROM SECTION LINES 1600 Ft. from South 1250 Ft. from West Section Line Section Line (970) 625-0208 PERMIT TO CONSTRUCT A WELL UTM COORDINATES Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this 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) for the construction of a well, appropriating ground water tributary to the Colorado River, as an alternate point of diversion to the Avalanche Canal and Siphon, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract #020328JNP#3(a). 4) The use of ground water from this well is limited to ordinary household purposes inside one (1) single family dwelling, the irrigation of not more than 3,000 square feet of home gardens and lawns, and the watering of 35 head of stock. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Parrington Well No. 3. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The average annual amount of ground water to be appropriated shall not exceed 0.94 acre-foot (306,300 gallons). 7) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 8) 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. 9) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTICE: This permit has been approved for a change in 1/4-1/4 designation and reduction in use and annual amount of diversion from that applied for in Items 4, 6 and 7 of the permit application form. 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 CJE State Engineer V �r l a gy VOCT 18 2O Receipt No. 0497995 DATE ISSUED y �r EXPIRATION DATE 20 ramu-i•+-vim uc: Gbr H UH I LU SYSTEMS 970-984-0312 P.03 • • AQUA T. SYSTEMS, INC. F.Q. MX 488 CL€Nwaon S1'?4W66, CO SUao2 'PHONE. (r70) 184-03it FAX Oto) 184-0312. FE5RUARY 14, 2003 1011N K, AND NII.A I PARRtNGTON 0i45 COUNTY ROAD 2-25 RIFLE, CO 81450 PHONE (;70) 42.5-o208 FAX (110) 425-3414 TO WHOM IT MAY CONCERN: WELL LOCATION: LOT i , FARRINGTON EXEMPTION 11 SUODIVtSION PERMIT * 58478 - F, A, t A, SECTIONt. TOWNSHIP 4 S, RANGE 12 V4, SIXTH P.M. 550' FROM SOUTH SELT1ON LIN& 150' FROM WAST SECTION UN£ THE WELL WAS PUMPED 4 How* AT A FINAL RATE OF 14 GALLONS FER MINUTE. IT FULLY RECOVERED WITHINJLMINUTES. DATE. OF TEST: F£P►RUARY ,. 2O0f APPROXIMATE STATIC WATER LEVEL: 44' 2" APPROXIMATE DEPTH: TS` HORSE POWER of PUMP: 1 HP APPROXIMATE PUMP SETTING: T4' 'PER THE DATA 08TAINED DURING THE 4 -HOUR VOLUME TEST, IT IS MY OPINION NAT THIS WELL WOULD OE ADEQUATE TO SUPPLY THE PROPOSED SUBDIVISION. THE TEST DATA Ot3TAINED IS REPRESENTATIVE OF ONLY CONDITIONS OBSERVED ON THE DATE AND DOES NOT ACCOUNT FOR POSSIBLE SEASONAL VARIATIONS IN THE AQUIFER NOR LONGER PUMPING DURATIONS. STATE LICENSE :u04 Feb -25-03 08:15A AQUA TEC SYSTEMS • LABORATORY & RADIATION SERVICES US MAIL 8100 LONRY BOULEVARD PO BOX 17123 DENVER, CO 80230.6928 DENVER, CO 80217 97:984-0312 WATER BACTERIOLOGY 2588 FEB12'03 ntt1O:25 1 rE TIME BY SAMPLE INFORMATION: ■ COMMUNITY ■ NON -COMMUNITY -� PRIVATE 1—.711--23C) DATAT os,, 0 ROUTINE 0 SPECIAL PURPOSE M FINISHED RAW 0 REPEAT FOR THE MONTH OF COLLECTEDP1" .-- MI's RECEIVED Prr( • • AL J ��TEM S��'% (j�• CHL_ORINE RE _ �� ♦ ITY RESULTS: SEE REVERSE FOR EX' ON J�DLLL'�1r[y-sp�-11T C • TY TOTAL COLIFORM 0 PRESENT ;I ABSENT ADDRESS ORDERED BY: (SAMPLE MAY NOT RE TESTED IF ALQL INI^►AA N �S �I�T PROVIDED MOST PROBABLE NO. COUFORNy100ML PWS ID FEE STAMP LAB 108 (07/97) CITY / STATE / ZIP �� TEST ORDERED EK D BACT. 0 OTHER ❑ DENVER 0 DU ANALYST DR0. JCT. P_02 Feb -25-03 08:15A AQUA TEC SYSTEMS 970-984-0312 P.03 •411 } Colorado Department of Pubno Haakkii td Er irtronm.nt • Compflance Monitortng & Dais' Mamiageft it Lfntt . REPORTING FORM FOR RaTF NrTRtm t�tttRfCtrri ANALYSES SAMPLEBC PLEASE FILL OUT ONE FORM - FOR EACH INDIVIDUAL SOURCFIPLANTcr COMPOSITE SET YES 1 l or•NO i) THESE RESULTS ARE TO SE .USED TO FULFILL STATE SAMPLING REQUIREMENTS s:" INSTRUCT ION^SfDEEF71y777ONS ON BACK Olt' FORM. em •• PWSID s- .. - COUNTY` Gt'1� �'& - DATE COLLECTED? .- l\ -05I . sletikEtTasusiateff NAME? - O A -CI; ( c * SQA ADDR£ ,.. awe ta. errr .ssXTt z» ` 4TACT.P RSON. `Tart( '14-t-z-� PNONEi 1S7o i q L. -X311 sAMPLEcOLLECrw SYs 0 R5 Oloce l l/ CODE Z.- 30` WATER TYPE RAW w..,e................ LA' or CHLORINATED (:i ~ot : TREATMENT t SO MOM): 1.OQ1770N(S).• - Address SAM?Le 11OJNT .. ' ec.,t P -M t Car it $j- u� tr �•- A SSL -1.---1b `su p;. ,.�� Ns i•.t M rases .00 SAMPLES NEED TO CZ COMPOSITE) RY rar nite tR �: ' YE3 t l or NO xl ••....� Fabry We 04 Bdow This Lbr __ LASCHWORY ; SAMPLE $ 1475 c1JE 4T NAME or. IDS .• fl ca u p t tr c 5vpt e w 5 Grand Jct. Labor at Dries 42--7618 LASS#TOFIY NAS LAH PHON$ s..1. 97- 2 DA'Z'E RECEIVED Pi LABORATORY / 17( 0 DATE'ANALYZED; se tge1 ow COMMENTS: • Method from "Annual Book of ASTM �T- CAL( I" Ort9fl) tmgA) EPA Dat e P.A8M.66743 RESULT MCL Mai= :.tom Analyzed: NrilfmEINrrRr E•N • 0.47 10.0 D38679tYEi __0:01 2/19/03 NITRATE -N 0. 47 10.0 D386 �B . u . 1 2/19/03 t -N oi. oo ...1.0 D3Q6790Et ii .t 2/13/0:7 Rat ' radea's tot 1M sernpound wee analyzed fa, but Wes bd.w th Lei MDI. NT. w Net:7 arae tftir a. npeemd f.."MINVieffs pit Ural' MCL.•.: MidlMtiini`Cata rbwu Lend • Lob isit$ +.Libe?eief WNW bsNrd.n Urnit 14 + /*Idle Mt born *weeded /U-, A. Di rector , Grand • Jct • Lab 2/ 21 / 03 o%id by T . • :Pats tOt CfliiinM Da jatwwtt of Nies PMrlA end flin4wriont. WQCO-C114 oo CAirry Oaett Woe d.erl. O.nw. co 50246.16 0 9. PACKER PLACEMENT Type rubber Depth 39 FORM NO. GWS -31 10-94 2 WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADA 'CE OF THE STATE ENGINEER 131 Sherman S . 818, Denver, CO 80203 WELL PERMIT NUMBER 58478-F OWNER NAME (S) Mailing Address City, St. Zip Phone John K.Nila I. Parrington 0145 CR 225 Rifle, CO. 81650 970-625-0208 For Office Use only 24 2003 WATER RESOURCES STATE ENGINEER COLO. 3 WELL LOCATION AS DRILLED: SE 1/4 SW 1/4 Sec. 6 Twp. 6 S Range 92 W Sixth P.M. DISTANCE FROM SEC. LINES: 550 ft. from SOUTH Sec. Line. and 950 ft. from WEST Sec. Line. OR SUBDIVISION: LOT BLOCK FILING(UNIT) STREET ADDRESS AT WELL LOCATION: Pa;rrington Well #2 4 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED #### /t -'O ( -O Z TOTAL DEPTH 5 GEOLOGIC LOG: Depth Description of Material (Type, Size, Color, Water Location) 0-80' Gravel 80 ft DEPTH COMPLETED 80 ft. 6 HOLE DIAM. (in.) From (ft) To (ft) 9 7/8" 0 80 7 PLAIN CASING OD (in) Kind Wall Size From(ft) To (ft) 6 5/8" steel 0.25 +2 78 PERF. CASING: Screen Slot Size: .30 REMARKS 1— Well Cap 1—Drive Shoe 8 FILTER PACK: Material N/A Size Interval 10 GROUTING RECORD: Material Amount Density Interval Replacement cement 6 15 0-39 Poured & Vibrated 11 DISINFECTION: Type Chlorine Amt. Used 10 oz. 12 WELL TEST DATA: []Check box if Test Data is submitted on Form No. GWS 39 Supplemental Well Test. TESTING METHOD Air Lift Static Level 45 ft. Date/Time measured 12-06-02 3:00 pm , Production Rate 15 gpm. Pumping level 80 ft. Date/Time measured 12-06-02 3:30 pm , Test length (hrs.) 2 Remarks 13 I have read the statements made herein and know the contents thereof, and that they are true to my knowledge [Pursuant to Section 24-4-104 (13) (a) C.R.S., the making of false statements herein constitutes perjury in the second degree and is punishable as a Gass 1 misdemeanor.] CONTRACTOR Syracuse Drilling & Pump Co., Inc. PHONE (970) 625-1522 Lic. No. 1027 Mailing Address P.O. Box 631, Rifle, CO 81650 Name/Title (Please type or print) Signature Darrell Sorenson Pump Manager Date 4,q I --o3 Form No. GWS -25 APPLICANT OFFICE OF T1111,TATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 LIC WELL PERMIT NUMBER 58478 -F DIV. 5 WD 39 DES. BASIN MD Lot: JOHN K & NILA I PARRINGTON 0145 CR 225 RIFLE, CO 81650- (970) 625-0208 PERMIT TO CONSTRUCT A WELL 1B Block: Filing: Subdiv: PARRINGTON EXEMPTION II APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 SW 1/4 Section 6 Township 6 S Range 92 W Sixth P.M. DISTANCES FROM SECTION LINES 550 Ft. from South 950 Ft. from West UTM COORDINATES Northing: Section Line Section Line Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this 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) for the construction of a well, appropriating ground water tributary to the Colorado River, as an alternate point of diversion to the Avalanche Canal and Siphon, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract #020328JNP#2(a). 4) The use of ground water from this well is limited to ordinary household purposes inside one (1) single family dwelling, the irrigation of not more than 3,000 square feet of home gardens and lawns, and the watering of 35 head of stock. AH use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Parrington Well No. 2. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The average annual amount of ground water to be appropriated shall not exceed 0.94 acre-foot (306,300 gallons). 7) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 8) 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. 9) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTICE: This permit has been approved for a change in 1/4-1/4 designation and reduction in use and annual amount of diversion from that applied for in Items 4, 6 and 7 of the permit application form. 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 CJE State Engineer Receipt No. 0497994 DATE ISSUED OCT 1 8 2002 B EXPIRATION DAE C 2093 i IIEM nui 111111 11111111 11111 I I IFII 111 111 625609 04/21/2003 04:42P 51460 P623 M ALSDORF 1 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO • DITCH EASEMENT DECLARATION :>x This Easement Declaration is made by John K. Parrington and Nila I. Parrington ("DECLARANTS"), whose address is 0145 County Road 225, Rifle, CO 81650. I. RECITALS A. WHEREAS, DECLARANTS own the following described real property located in Garfield County, Colorado, more particularly described as: T. 6 S., R. 92 W., 6th P.M.; Sec. 6: Lot 1, as depicted on Final Plat Farrington Subdivision Exemption, recorded Dec. 7, 1995 at Reception No. 486143; aka Parcel No. 2179-063-00-067; aka 0145 County Road 225, Rifle, Colorado 81650. B. WHEREAS, said property is encumbered by several prescriptive ditch right of ways for delivery of water from the Cactus Valley Ditch to Declarants' property and properties downstream of Declarants' property; and C. WHEREAS, DECLARANTS desire to establish record easements for these prescriptive right of ways and to grant and dedicate joint and common rights to the use of non-exclusive easements for said ditch right of ways THEREFORE, DECLARANTS hereby declare the following non-exclusive rights to use of the following described easements, to be appurtenant to the lands described. 1. Declarant hereby creates and grants a non-exclusive ditch easement for transport of the water rights of these grantees, their successors and assigns, in favor of: Declarant; and Dennis L. Chambers; Post Office Box 411; New Castle, CO 81647 T. 6 S., R. 92 W., 6th P.M.; Sec. 7: A tract of land in Lot 3 containing 5.371 acres, more or less, aka Parcel No. 2179- 072-00-638 Zane R. and Sally Carter; 30239 Highway 6; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 7: A tract of land in Lot 3 containing 11.416 acres, more or less, aka Parcel No. 2179-072-00-637 William Paul and LaVonne M. Snyder; 0217 County Road 225; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 6: Lot 2, Final Plat Parrington Subdivision Exemption, Reception #486143, aka Parcel No. 2179-063-00-558 said easement described as follows: A STRIP OF LAND 20 FEET IN WIDTH FOR THE PURPOSE OF IRRIGATION DITCH PLACEMENT AND MAINTENANCE SITUATE IN GOVERNMENT LOTS 5 AND 6, SECTION 6, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AS SHOWN ON THE PARRINGTON SUBDIVISION EXEMPTION II, COUNTY OF GARFIELD, STATE OF COLORADO, SAID IRRIGATION EASEMENT LYING 10 FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT SAID SOUTH 1/4 CORNER OF SECTION 6, A CONCRETE NAIL IN PLACE (WHENCE A BRASS CAP WITNESS CORNER LS NO. 14060 BEARS N 00°47'52" W 16.37 FEET); THENCE S 89°01'42" W ALONG THE SOUTHERLY LINE OF SAID SECTION 6 1089.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE ALONG SAID CENTERLINE THE FOLLOWING 10 COURSES; 1.) N 00°48'11" E 603.45 FEET; 2.) N 31°53'46" E 50.76 FEET; 3.) N 55°19'54" E 63.32 FEET; 4.) N 84°03'31" E 54.93 FEET; 5.) N 58°35'42" E 110.29 FEET; 6.) N 08°39'29" E 301.43 FEET; 7.) N 36°29'04" E 409.87 FEET; 8.) N 05°53'03" E 383.46 FEET; 9.) N 86°00'08" E 171.22 FEET; 10.) N 20°02'02" E 32.07 FEET TO A POINT ON THE NORTHERLY LINE OF LOT 1A OF SAID PARRINGTON SUBDIVISION EXEMPTION II, SAID POINT ALSO BEING A POINT ON THE CACTUS VALLEY DITCH, THE TERMINUS WHENCE SAID SOUTH'' 'A CORNER BEARS S10°55'08"E 1811.00 FEET. SIDE LINES TO BE LENGTHENED OR SHORTENED AS NEEDED TO CLOSE WITH PROPERTY LINES. C:\CLIENTS\Parrington\SubExemptionMagr Ditch Easement Dec 030418.rtf; Page 1 of 3 Revised: 04/18/03 1:54 PM; printed: 04/18/03 1:55 PM WHEN RECORDED, RETURN TO: John W. Savage, P.C., P.O. Box 1926, Rifle, CO 81650-1926 111111 11111 11111 1111 1111 11111 III 11111 111 1111 625609 04/21/2003 04:42P 81460 P624 M ALSDORF 2 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO • 2. Declarant hereby creates and grants a non-exclusive ditch easement for transport of the water rights of these grantees, their successors and assigns, in favor of: Declarant; and William Paul and LaVonne M. Snyder; 0217 County Road 225; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 6: Lot 2, Final Plat Parrington Subdivision Exemption, Reception #486143, aka Parcel No. 2179-063-00-558 more particularly described as follows: A STRIP OF LAND 15 FEET IN WIDTH FOR THE PURPOSE OF IRRIGATION DITCH PLACEMENT AND MAINTENANCE SITUATE IN GOVERNMENT LOTS 5 AND 6, SECTION 6, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AS SHOWN ON THE PARRINGTON SUBDIVISION EXEMPTION II, COUNTY OF GARFIELD, STATE OF COLORADO, SAID IRRIGATION EASEMENT LYING 7.50 FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTH 1/4 CORNER OF SECTION 6, A CONCRETE NAIL IN PLACE (WHENCE A BRASS CAP WITNESS CORNER LS NO. 14060 BEARS N 00°47'52" W 16.37 FEET); THENCE N25°07'56" W 1431.14 FEET TO THE TRUE POINT OF BEGINNING; THENCE S32°28'54"E 380.14 FEET; THENCE S00°4510"E 280.71 FEET; THENCE S89'59"04'E 142.40 FEET TO THE TERMINUS WHENCE SAID SOUTH'' 'A CORNER BEARS S20°21'11"E 740.49 FEET. SIDE LINES TO BE LENGTHENED OR SHORTENED AS NEEDED TO CLOSE WITH PROPERTY LINES. 3. Declarant hereby creates and grants a non-exclusive ditch easement for transport of the water rights of these grantees, their successors and assigns, to the extent these parties, if any, have an existing right in the existing ditch easement, in favor of: Declarant; and Franklin D. and Eugenia M. Miller; 0313 County Road 225; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 6: A tract of land in Lot 6 containing 1.0 acres, more or less, aka Parcel No. 2179- 063-00-069 William Paul and LaVonne M. Snyder; 0217 County Road 225; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 6: Lot 2, Final Plat Parrington Subdivision Exemption, Reception #486143, aka Parcel No. 2179-063-00-558 Robert Keith Mum 601 21a Street, Apt. 20A; Glenwood Springs, CO 81601 T. 6 S., R. 92 W., 6th P.M.; Sec. 6: SW'/SE'/, containing 40.0 acres, more or less, aka Parcel No. 2179-064-00-071 Michael T. and Valerie A. Spychala; 0141 County Road 225; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 7: A tract of land in Lots 2 and 3 containing 4.22 acres, more or less, aka Parcel No. 2179-072-00-494 Carl W. Tuttle, Jr.; 0135 County Road 225; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 7: A tract of land in Lots 2 and 3 containing 3.28 acres, more or less, aka Parcel No. 2179-072-00-495 John L. and Marilyn E. Cozza; 30475 Highway 6 & 24; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 7: A tract of land in Lot 2 containing 5.01 acres, more or less, aka Parcel No. 2179- 071-00-408 C:\CLIENTS\Parrington\SubExemptionf\agr Ditch Easement Dec 030418.rtf; Page 2 of 3 Revised: 04/18/03 1:54 PM; printed: 04/18/03 1:55 PM 1111111111111111111111 1111 111111 111 111 11111 1111 1111 625609 04/21/2003 04:42P B1460 P625 M ALSDORF 3 of 3 R 16.00 D 0.00 GARFIELD COUNTY CO Robert D. Coloroso, et al.; c/o P.O. Box 1902; Rifle, CO 81650 T. 6 S., R. 92 W., 6th P.M.; Sec. 7: A tract of land in Lot 4 (containing 23.20 acres, more or less), part of Lots 2 and 3 (containing 18.15 acres, more or less), all lying south of the southern right of way line of D&RGW Railroad; also tract of meander land containing 26.45 acres, more or less, aka Parcel No. 2179-072-00-082 Verna L. Mullet; 14459 County Road 18'/2; Fort Lupton, CO 80621 T. 6 S., R. 92 W., 6th P.M.; Sec. 7: A tract of land in Lots 1 and 2 containing 25.52 acres, more or less, aka Parcel No. 2179-071-00-291 more particularly described as follows: A STRIP OF LAND 15 FEET IN WIDTH FOR THE PURPOSE OF IRRIGATION DITCH PLACEMENT AND MAINTENANCE SITUATE IN GOVERNMENT LOTS 5 AND 6, SECTION 6, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AS SHOWN ON THE PARRINGTON SUBDIVISION EXEMPTION II, COUNTY OF GARFIELD, STATE OF COLORADO, SAID IRRIGATION EASEMENT LYING 7.50 FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 6, A CONCRETE NAIL IN PLACE (WHENCE A BRASS CAP WITNESS CORNER LS NO. 14060 BEARS N 00°47'52" W 16.37 FEET); THENCE N 07°02'17" W 1474.17 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG SAID EASEMENT CENTERLINE THE FOLLOWING 5 COURSES; 1.) N 03°35'44" W 235.98 FEET; 2.) N 27°28'35" W 24.46 FEET; 3.) N 52°57'33" W 31.02 FEET; 4.) N 81°5294" W 53.82 FEET; 5.) N 08°01'51" W 29.04 FEET TO A POINT ON THE NORTHERLY LINE OF LOT IA OF SAID PARRINGTON SUBDIVISION EXEMPTION, SAID POINT ALSO BEING A POINT ON THE CACTUS VALLEY DITCH, THE TERMINUS WHENCE SAID SOUTH 'A CORNER BEARS S09° 14'25"E 1798.67 FEET. SIDE LINES TO BE LENGTHENED OR SHORTENED AS NEEDED TO CLOSE WITH PROPERTY LINES. 4. This Declaration is made, without warranty of any kind, either as to title, authority, or as to the ditch's condition, or future usability. To the extent this document is considered to be a conveyance, it shall be considered a quit claim deed. 5. The easement shall be non-exclusive and appurtenant only to the above-described properties (described by Garfield County Tax Assessor Parcel No.). No right to this easement can be granted, conveyed or transferred, separate from an interest in the real property to which the subject water and ditch rights are appurtenant. 6. This Declaration is not intended to be an admission on Declarant's part as to the water rights owned, if any of any of the parties to, or their rights, if any to the rights of way described herein. • NTS: 6), e a a K. Parrington 27,1gou 9, Nila I. Parrington Date: (4'j c/ ?-00 3 Date: STATE OF COLORADO, COUNTY OF GARFIELD ) ss. ;T11e foregoing instrument was acknowledged before this John K. Parrington and Nila I. Parrington. Witness by hand and official seal. My commission expires: 1//7 SEAL /71( day of ,2O ,by C:\CLIENTS\Par ington\SubExemptionll\agr Ditch Easement Dec 030418.rtf; Page 3 of 3 Revised: 04/18/03 1:54 PM; printed: 04/18/03 1:55 PM 0145 County Road 225 Rifle, CO 81650 (970-625-0208; FAX: 970-625-8636) November 24, 2002 ATTENTION: Mr. Fred Jarman, Senior Planner Garfield County Building and Planning Department 108 Eighth Street, Suite 201 Glenwood Springs, CO 81601 RE: Parrington Subdivision Exemption Inventory of Noxious Weeds Dear Mr. Jarman: In September, 2002, we had Mr. Steve Anthony, Agent for the Garfield County office of the Colorado Weed Management Association visit our property to inventory for any noxious weeds on the premises. Enclosed is a portion of the Preliminary Plat, for the captioned matter, highlighting the only two problems that Mr. Anthony found: (1) a Russian Olive tree in the northeastern section of the property; and (2) a small Canada Thistle patch also in the northeastern section. As of this date, the thistle patch has been sprayed with Roundup Weed Killer (per Mr. Anthony's instruc- tions), killing the same, and the Russian Olive tree has been removed by the roots and burned. Since we have taken care of the only two problems found on our property, we believe we have met the qualifications of item #2 in your letter, dated October 14, 2002, to us. If there is any further information you need concerning this matter, please contact us. Also enclosed is our check in the amount of $400.00 in payment of the school site acqui- sition fee for the two new lots of this exemption (item #5 of your October 14, 2002 letter). nc ely, ohn K. Parrington Nila I. Parrington JKP:np Enclosures G a� .W3 0 LOT 1 41.910 ACRES x CRT 1 l'IIYW x x • 7/ES ARE 7D W1/4 CCM S1EC 6 POW, =NE P.0.8. L0T 2 OENTERUNE 10 f7. WATER LIVE ESM[. N11'34'14 E 120.20' WELL E4SEWIENT x • I I efi � ICn atL � I (gip k NI b EXCEPTION b N BOOK 579 h PACE 641 13,463' LOT 2 2006 ACRES NAO'[O•T.C'W NIwar( N7t1fVPW MOO' >rF�gs, gCgi/Dr LOT 1 A tract West o. at Pog• being r Beginni South line of feet; 1/ 251.00 E 234. E 454.4 of the 82' 29 66' 01 86' 49 North ( S 0' J, EXCEP1 A) A p par silo 6th No. anc Sec, whe Our (fie fee, W 22( fee. of - COUNT) STATE LOT 2 A para 92 Wea Beginni at Pop Whence W 89' 49' 225; th thence feet to COUNT) STATE W! tc+4P COMM 1588.37' x z x x x P.a& LOT1 St7VIN 1/4 caroAEIC SEC.6 TVA° /w IPA ENDORSE HERE Pay to me Orc er pt ".,PANE BANK A TRUST For DeposP: • ,iy o GARFIELD COUNTYTRgAST,c- 1010027tN 00 NOT WRITE STAMP QR N 0 J THIS E. NE RESERVED FOR F,NAn;(;IAL ST. 'spyi,.E x y ~: C DELUXE HOME ACCOUNTANT DeK aL Ap = C Z —1 zOrD— aar- -C m0Z= (n,XI77 c) m oZcr) ra � 1,306 Q6 Fo Z n' .r• Garfield County Application for Driveway Permit Application Date: 9/10/2002 Permit Number: 44 Termination Date:9/19/2002 County Road Number: 210 District: 2 Sub -Contractor: COPY Permitee: John Perrington Inspector: Kraig Kuberry John Perrington hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 210, CR 225, adjacent to Applicant's property located on the side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways 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. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) 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. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. • 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence, and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right -of --way without written permission of the Board of County Commissioners. 8) 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: 1. 30ft width 2. 12"i30" Culvert Required 3. Gravel portion will be 100ft long 4. Clear all brush, trees for 100 ft west of driveway. In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by + e Board of County Commissioners. Signed: Address: Telephone Number: Permit granted 9/10/2002, subject to the provisions, specifications and conditions stipulated herein. hn Pqrrington For Board of County Commissioners' of Garfield County, Colorado: Representative of Garfield County Road and Bridge Signature • Special Provisions for Excavation of Road Surface and Installation 1) Any oversized material, (larger than 10 inches in diameter), that is not utilized in backfill will be hauled off by permitee. Further, any frozen material will be removed from site by permittee. 2) When a paved or chipped surface is cut, it is to be replaced with a minimum three-inch (3") hot mix asphalt patch. Temporary patch with cold mix asphalt would be allowed, which would be replaced with hot mix asphalt when the weather or availability of materials allow the work to be completed. An asphalt or chipped surface cut would require the road to be straight cut and squared by means of a pavement cutter or saw. A chipped surface cut will require a seal coat of the patch, which will be full width or half width of roadway when trenches run with the road. For trenches across the road, the edges of the seal coat will overlap the existing edge. All seal coats will overlap edges by a two of the roadway in the vicinity of the excavation. Asphalt hot mix or cold patches will be completed in a maximum of five (5) working Days. Weather permitting. 3) When possible all installations should avoid the top edge of a fill slope. 4) Installations in drainages subject to flash flooding will have a minimum bury of 4 feet deeper than normal flow line at nearest abutment, wing wall, or culvert. 5) Installations at culvert crossings will be buried beneath the culvert with a minimum separation of 18 inches between installation and the bottom of the culvert. 6) Open trenches adjacent to the traveled roadway shall be backfilled daily to within 100 feet of the working area of the trench, and shall be barricaded with warning devices after dark. A 3 foot high orange plastic fence will be installed daily to keep livestock out of the open trench after hours. 7) In areas being disturbed where vegetation is established, reseeding with a mixture either by broadcasting, drilling and mulching with seed mixtures suitable to the climatic conditions or existing vegetation will be performed. Use only certified weed -free seed. Noxious weed control will be ongoing along with revegetation. 8) The permittee should check the R -O -W of surrounding landowners to see if other permits are required, i.e., BLM, Forest Service. Representative for Garfield County Road . d Bridge Specifications 1. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient 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 county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road 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 having a frontage 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 property. 7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of 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 county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off -the -road parking facilities. 10. The grade 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 than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. r • Garfield County Road and Bridge Department 902 Taughenbaugh Blvd., Ste 305 Rifle, CO 81650 Phone -(970)625-8601 Fax- (970)625-8627 Invoice Date: Bill To: Invoice 9/10/2002 Invoice Number. John Parrington 145 CR 225 Rifle , CO 81650 44 Driveway Permit Number. $15.00 per Driveway Permit. Driveway Permit Fee: 44 $15.00 Total Due: $15.00 Thank You! at-&/ - A CJS zz9�'