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Home My WebLink About1.0 ApplicationWATER SUPPLY PLAN J I ~ I 1 OFFICE OF THE STATE ENC:;INIEElt"-' Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 818 Denver, Colorado 80203 Phone (303) 866-3581 FAX (303) 866-3589 WNW.water.state.co.us Jim Hardcastle STATE OF NOV 29 2004 .' . November 24, 2004 Garfield County Building and Planning 108 8th St Ste 201 Glenwood Springs CO 81601 Dear Mr. Hardcastle: Re: Big R Commercial Park, Subdivision Preliminary Plan Sec. 11, T6S, R93W, 6TH PM W. Division 5, W. District 39 Bill Owens Governor Russell George Executive Director Hal D. Simpson, P.E. State Engineer We have reviewed the additional information regarding the above referenced proposal to su.bdivide a parcel of);l}9,.,!(:<r~:>,i~tq:tenc.bll)rt1erciqf p,arcels, .which under;.existing .. ' . . Gpmmercial/(3eneral ~oning:·9l.o:b~ .4S!'lP; for.a variety 0\ uses; 'T:~e,-applicant propoS'es1d. supply water to (;)ach loi With jnqi\(idl.\q!,w.~U!> ;3f1d to"'!ugmelltdiversibns .from ,the:'iil~Wellsthr.ough a, contract with the West pivipe Wilter QQIl$.e.rva:ney;E}isifi\d,. Sewa9.e.s:!ispp~~rii>tolpe~thrqugh individual septic systems. The submittai included a copY.of th~ Water Supply 'Plan report by COlorado River Engineering,; InrA1eolbgic inap; iind repo~s:-a 'li~i"p(:ne;:trpy e)(isting w(;)lIs (also provided by Colorado River Engineering: Inc.), and a copy of approve<J'West Divide Water Conservancy District (the District) Water Allotment Contract No. 040518BRCP(a). The plan proposes to supply the ten lots by individual wells to be constructed on each lot by the future lot owner. Although well permits for this area may bE) available if the well is included in the District's temporary substitute supply plan, no well permit applica,tions have been submitted for review by this office, and there is no guarantee that well permits can be issued. . . . / ,. . -. The July 6,2004 report by Colorado River EngineE)ring, Inc. indicates that th(;) Regulski Well No.2 near the site produced an average of 25 gallons per minute over a 24-hour period on March 25·26, 2004. Review of the documents related to the wells identified by Colorado River Engineering, Inc. reveals that (;)xisting wells near the proposed subdivision have operated successfully in the past with similar production rates and depths. If the proposed wells have similar production rates, the water supply should be physically adequate. The report by COlorado River Engineering, Inc. indicates that total annual water diversions and consumption for the dE)velopni~ht \Viii' be 13.83 acre-f\let.a_nq1Q:06'acr(;)-feet, respectively. The approved contract froni'tfi~'Dr$lri6t is for 11 :03 acre-feet of watgt: . .' ' .. ' :." ,.' i.~:\ ...... :.:, .,.::":, :,;:, .. :,-; }; '. " :-",')1:',.::; :"::'.:;'~;~":~.;I';. :'.'.\~d-:.\ t,.'·: ,,' ,",~.-: ,i, •.... ;-.. I:.' : ' .. ',:-! .B,as,ed qp ,!lw.a~pv.E) .. i\ is ;ouJ,<?pinjO[l; p.ursuJ.lJ!!;!:Q-GJ~S30"28.~136(1)(h)(I)i·that the' prop'o~~d ,watElr-,~upply .is. phY~ically ,apequate .and will not ~ausematerial injuryto:decreed water rights, .~o long CisllJe:applicantobtains and. maintains valid well.p.ermits for the proposed Wells pursuantto.a Gourt.'apPfoved plan for augmentation or pursuant to the District's temporary Hardcastle November 24, 2004 R Commercial Park substitute supply plan. If you or the applicant has any questions concerning this matter, please contact me for assistance. Sinoerely, ~ c 4ing:JS .E. . . Water Resource Engineer CMUCJUBig R ii.doc cc: Alan Martellaro, Division Engineer James Lemon, Water Commissioner, District 39 Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER ___ 6",3<!.7.!.;75>c-__ o,.!.F __ , APPLICANT BIG R ENTERPRISES LLC C/O ROBERT REGULSKI PO BOX 9 RIFLE, CO' 81650- Lot: DIV.5 WD39 DES. BASIN MD 1 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 2530 Ft. from North 1558 Ft. from East Section Line Section Line LlC (970) 625-2410 .'UTM COORDINATES (Meters,Zone:13,NAD83) IrP=E~R~M~IT~T~O~C~O~N~S~T~R~U~C~T~A~W~E~L~L~ ___________ E_as_t_in~g_: ______ N_ort_h_in~g~: _____ ~ ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to" cause no material injury to existing water rights. The issuance of this pennit does not ensure that no injury will occur to another vested water right or predude another owner of a vested water right from seeking relief in a civil court action. 2) The construction oHhis 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 accordanc!3 with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water ConselVancy 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. WOWeD contract #040518BRCP(a). 4) Approved as a well on a tract of land of 8.91 acres described as tl1at portion of tl1e SW 1/4 of tl1e NE 1/4, Sec. 11, Twp. 6 Soutl1, Rng. 93 West. 6th P.M., further Identified as lot no. 1, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650. 5) The u~e of.g.rQu.n<:i water from this w~1I !~ limited to CQmr'fle~qa' purposes Inside ~!x (6) .u.nit§ (O.~1 ~qre.-f09t);" the injg~_~OQ9f not mQre t~an 18,000' square feet (0.413 acre) of lawns and gardens (1.20 acie-foot);and outside vehicle washing (1.34 acre~foOt). Alluse of tl1is well will be curtalieci unless the water allotm"ent coriir'act or a'pl~m for-augmentation is in effect This well is"known as Big" R Lot 1 Well. 6) 7) 8) 9) 10) 11) The pumping rate of this well shall not exceed 25 GPM. The annual amount of grourid water to be appropriated shall not exceed 3.35 acre-feet (1,091,597 gallons). The return flow from the use of this well must be through an Individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. The owner shall mark the well in a conspicuous place with well permit number{s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. -A totalizing flow meter must be installed on this well and maintained In good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. this well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well. completed in the same aquifer, that is not owned by the applicant, except permit no. 61899-F. decreed as Regulski Well no. 2, Division 5 Water Court, case nos. 94CW003 and OOCW104, 600 foot spadng slalement was submitted. NOTE: Parcel Identification Number (PIN): 23-2177-111.Q0-475 fr ~ :z...--- NOTE: Assessor Tax Schedule Number: R005084 (totaling 28.47 acres) ,. I APPROVED ,DMW ~'R ~ -';k./'~ By ? State Engineer U (Receiot No. 9502333A DATE ISSUED 01-05-2006 EXPIRATION DATE 01-05-2007 No. 3GS, P. 1 T-UI P.Oo2l00l Hf1 JUi J u I. U. ,,-"'""IU ""'till ...... , GW&.2Ii APPLlAANT ela R ENTiRPItIS!S.lLC C/o RClI!ItT REGULSI<l PO BOX 0 RIFLIi. co 811S1i(). WILL PERMIT NUN.PI __ .III!!I!1ilIo7l&a-_~··.LF_...;'_ OIV. Ii WP SIl CIS.IlA8IN MO APeRO\I!QWE~ ClAl'lFlfLO COU sw 1(4 N! 114 Section 11 TOIMllhlp 8S Rl19I8! W Sbdn P.M. Pl3TANClf fROM SECTION LINES 2248 fI .. from NOttI 8'~en LI". 11114 FI. ft'om l!alt 5tcXIon Una LI (870) 52&02410 YIN CQQBOINAT1S 'Mtttp2Qp,;13,NADM) EiIIstJnll: Ncrttllng! ISSUANCE OF THIS PBIWIT DOES NOT eoNI'!R A WATER RIGHT CONtamoNa or M"'9XI'r 1) TIl. V/OII.hlll bo ~w;t In IUCIh a loiii)' 11111 **' n~ IIIIIIrfallnJq/)' III tlllltlngwatar rlgntl. The au,"" III Inl! p!II'mll daeI "010111l1l'i11111110 InjwyW11 occur to .n01hervtItIIG WIlli' right or pnoafude lI'oOfhtr_of. -ud ...... rO'IIt\arn MIIklno relief In I ctvlllOUrl.ctIon. :I) The CIa/lIII'IIctlcn 'If thlt weJIlFllfI blln DOmp/llnce wflh 1/18 W.tlr Will CQl\II1lUOIIOn RIIIIt 2 ~ 4Q2.l!. unl".1IPPIII1IIII d a """'nc:e hu baoo glll1lld ~ thl !lata Board cf wmkltlrt of Walllr Will CI>nmIoIIOIIlnd PIII'f' II'INiIlIlllon CoMIrICI4!W In lIQlordaMt willi RUu 18. 3) I\!IIIIOYOd purlWnl10 DRS 37.f1C).! 37(2) 10r fila Ct>nIIlUQlIon of ..... U. IpPocprillllng gIOlIId \llllter tlbLlllry to til. Celorsdll River, on til. canCillton lII.t fII ..... ' ah.1I "" opa,.t.d only \\Nn 1Iu Wast DMd. Wnor Cc>rlUMnoy Dllt'lct'l oubltHulo walQr I14ppf\r plln. apPfOVId by til. Stato !ngln ... , I. In ell'ect, II!d when ~ w .... llla1mtnt OCImmt b~en 111. won O\\mlr arid tilt Ww. DIvide Watar COnltMnCY CIctd4:t for tI1elllllM at rlp~lInt IvalIrft'Om Rutdl Raservoll (w(n It!wI, or undll' an ~pprcwd p/ln for IIIIGmontIItIM. WOWeD 00IIIrII0l fII0405f811RCP('~ 4) rho _ gf grouM WIll/110m th~ WlQ i. nmlled til tlIImll1lr;(.1 putpat .. bide 111111 (4) unlta (0.54 'cr.(ooC): (hi "%Idon of not mom tluin 3.000 .... feal (o.oT •• ) 01 Iaw!1B and Silden. (0.80 _foeti; and OIIIIld. VIIhk:I. Wlsh~ (0.80 1IIOI'O.fII0l). All III. of 11111 won wll be 0UI'III11d unlBlllhI WI. a~ QlI'm.t t>t. plln 1'11, augm.nreon II In dIc:I. 'IN. 'MOIl I. ""<MIl II 1118 " 1.012 Wen. 5) The p~mplng rate of tIlIt QII.h4ll1ili lIXettct nilPM. 0) The QnnYil amgW1l of IlI'Ol/IId WIfat 10 IIIlpproprilllld In.N ng( ~ 2.24 .~I ('740.015 g81~). 7) iho oWNIIIvIU m>lril1h8 WlR In. tal1llliQlOUS pt_ WIllI WQ~ permit numlltr(8), III,. ollila aqulftr, and DOU/t CUB nlllllbtt(l) at. 'PPl6priN. TIl a _ shin Ilk. _IY nulll Ind lftCCjutions II) pltMlV. dllM mllllCtnga. 8) 111/8 1I1!l/ilhaii IIIllIInSllUc:tod nQl mOil then 200 leet ftOm 1h.IDCII1IIln 1P"clf.d on 11111 permiL 8) ThII WIllI 9hllllll conl1N~1Id II! IIMt lIDO lIIelltam In! IIIdnng wei, oom"IAId ~1NI1IIl1o .~ulltt, Ihat I. nat ownld by 1II00iPP_L 10) n. /WIIIm ftolll from lIlt~" of \HI WIll muat "" thlOUlin In IIIdMdq.I walla ""'. dlapD.al ...... m 0' 1M "" ...... pcl'fllMl t:/PI VI1lI11t !he wator" rlltumtd to the •• me "".m lya1Qm In IWlIaIi thl wtIIlt IoD8lall. 111 A INll;(ln, /low motar mUll bllnt1II/led un 1111. WI' In~ mlilltllhad III good II'/lrtdng O/Illr. PatTlltn.1I1 rlooril. gf 80 dt.trtJonlll1\l61 ~O mahlll1ed ~y lIlalNll awn.r (rtCOldad .. '-' IMUliIY)_nd IUD/liIttIII t:I ~8 DIvision lqinter upon reqlJOft.~",r~I.S APPROVED JoNR \ Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 LlC WELL PERMIT NUMBER ___ S"'3<!.7.!C7S><-__ ---'-F __ APPLICANT DIV.5 WD39 DES. BASIN MD BIG R ENTERPRISES LLC CIO ROBERT REGULSKI POBOX9 RIFLE, CO 81650- (970) 625-2410 Lot: 3 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 2103 Ft. from North Section Line 1510 Ft. from East Section Line UTM COORDINATES (Meters.Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: 1) 2) 3) 4) 5) 6) . 7) 8) 9) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no Injury will occur to another vested water right or predude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and -Pump Installation Contractors in accordance with Rule 18. Approved pursuant to eRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water ConselVancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract #040518BRCP(a). Approved as a well on a tract of land of 2.0 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93 West, 6th P.M., further Identified as lot no. 3, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650. The use of ground water from this well is limited to commercial purposes inside one (1) unit (0.2 acre-foot): the irrigation of not more than 8,000 square feet (0.184 acre) of iawns and gardens (0.54 acre-foot): and outside vehide washing (0.22 acre-foot). All use of this well will be curtaiied unless the water allotment contract or a plan for augmentation is in effect. This well is known as Big R Lot 3 Well. The pumping rate of this well shall not exceed 25 GPM. The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons). The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 10) . A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11 ) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well. completed in the same aquifer, that is not owned by the applicant, except permit no. 61899-F, decreed as-Regulski Well no. 2, Division 5 Water Court. case nos. 94CW003 and 00CW104. 600 foot spacing statement was submitted. NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475 NOTE: Assessor Tax Schedule Number: R005084 (Iolaling 28.47 acres) , APPROVED \ DMW State Engineer ceiot No. 9502333B w DATE ISSUED 01-05-2006 By EXPIRATION DATE 01-05-2007 Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 L1C WELL PERMIT NUMBER __ -'6""3'-!.7.!.!77'---__ -· ..... F __ . APPLICANT DIV.5 WD39 DES. BASIN MD Lot: 4 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 11 BIG R ENTERPRISES LLC Township 6 S Range 93 W Sixth P.M. C/O ROBERT REGULSKI DISTANCES FROM SECTION LINES PO BOX9 2062 Ft. from North Section Line RIFLE, CO 81650-1510 Ft. from East Section Line (970) 625-2410 UTM COORDINATES IMeters,Zone:13,NAD83) I PERMIT TO CONSTRUCT A WELL Easting: Northing: 1) 2) 3) 4) 5) 6) 7) 1 8 ) j 9) 1 10) ill) I I I I ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested wider right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the.State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. Approved pursuant to CRS 37~90-137(2)for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water s!lpply plan, approved by the State Engineer, is in effect, and when a water allatment contract between the well .owner and the West Divide Water ConselVancy District for the release of replacement water fram Ruedi Reservair is in effect, or under an approved plan for augmentation. WOWeD contract #040518BRCP(a). Approved as a well on a tract of land of 2.0 acres described as that portion .of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93 West, 6th P.M., further identified as lot na. 4. Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifte, CO 81650. The use of ground water from this well i~ limited '9 commercial purp.oses inside one (1) unit (0.2 acre~foot); the irrigation of not more than 8,OOQ ~quare fe~t (0.184 acre) at I~w.ns and gardens (0.54 acre-foot); and .outside vehicle washing (0.22 acre~faot). All use of this well will be curtailed unless the water allotment contract or a plan for augmentation Is in effect. This well is known as Big R Lot 4 Well. The pumping rate .of this well shall not exceed 25 GPM. The annual amaunt .of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons). The return flow from the use of this well must be through an individual waste water disposal system of the non·evaporative type where the water is returned to the same stream system in which the well is located. The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant, except permit no. 61899--F. decreed as Regulski Well no. 2, Division 5 Water Court, case nos. 94CW003 and OOCW104. 600 foot spacing statement was submitted. ' NOTE: Parcel Identification Number (PIN): 23.2177-111-00-475 Y'J->.... ~ NOTE: Assessor Tax Schedule Number: R005084 (totaling 28.47 acres) 0 /' ~-!C ~ Or? 6 I APPROVED IDMW , I Recei t No. 9502333C By EXPIRATION DATE 01-05-2007 Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Shennan St.. Denver, Colorado 80203 (303) 866-3581 LlC WELL PERMIT NUMBER ___ 6!!.>3!.!7-,-78~ __ --..!..F __ APPLICANT DIV.5 WD39 DES. BASIN MD BIG R ENTERPRISES LLC CIO ROBERT REGULSKI PO BOX 9 RIFLE, CO 81650- Lot: 5 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 1805 Ft. from North 1588 Ft. from East Section Line Section Line (970) 625-2410 UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: 1) 2) 3) 4) 5) 6) 7) 8) 9) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or predude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2. CCR 402-2. unless approval of.a variance has been granted by'the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. Approved pursuant to CRS 37-90-137{2} for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Rued! Reservoir is in effect, or under an approved plan for augmentation. WOWeD contract #040518BRCP(a). Approved as a well on a tract of land of 2.0 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93 West, 6th P.M., further identified as lot no. 5, Big R Commercial Park. Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650. The u!ie of 9fou.nd water from this well is limit~d to commerc;ial purposes insi~e one 0) unit (0.2 acre-foot); the inigatlon of not more than 8,QOO square feel (0.184 acre) of lawns and gardens (0.54 acre-foot); and oulside vehicle washing (0.22 acre-foot). All use of lIlis well will be curtailed unless the water allotment contract or a plan for augmentation is in effect This well is known as Big R lot 5 Well. The pumping rate of this well shall not exceed 25 GPM. The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons). The return flow from the use of this well must be through an Individual waste water disposal system of the non-evaporative type where the water Is returned to the same stream system in which the well is located. The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. . 10) . A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant, except permit no. 61899-F. decreed as Regulski Well no. 2, Division 5 Waler Court, case nos. 94CW003 and 00CW104, 600 foot spacing stalement was SUbmitted. NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475 NOTE: Assessor Tax Schedule Number. R005084 (tolaling 28.47 acres) APPROVED DMW State Engineer Receipt No. 9502333D v DATE ISSUED 01-05-2006 By EXPIRATION DATE 01-05-2007 Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver. Colorado 80203 (303) 866-3581 APPLICANT BIG R ENTERPRISES LLC CIO ROBERT REGULSKI PO BOX 9 RIFLE, CO 81650- WELL PERMIT NUMBER __ ---"'63:<.!7...!.7"-9 ___ -·..!:F~_ DIV.5 WD39 DES. BASIN MD Lot: 6 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 1710 Ft. from North Section Line 1580 Ft. from East Section Line LlC (970) 625-2410 UTM COORDINATES IMeters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: 1) 2) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material kljury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Install~tion Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River. on the condition that the well shall be operated only when the West Divide Water Conservancy 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. WOWeD contract #040518BRCP(a). 4) Approved as a well on a tract of land of 2.01 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93 West, 6th P.M., further identified as lot no. 6, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650 . . 5) . Ttl.~ W~~ 9f grol,l!1.d w~tE;f from ~is.well is limited t.o commercial purposes inside. one (1) unit (0.2 acre-foot); the irrigation of not-more than' . 8,000 square fe.et.(D.184 acre) of lawns and gardens (0.54 acre:-foot); and outside vehicle washing (0.22 acre-foot). All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Big R lot 6 Well. 6) The pumping rate of this well shall not exceed 25 GPM. 7) 8) 9) 10) 11) The annual amount of ground water to be appropriated shall not exceed 0.96 acre-feet (312,816 gallons). The return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system In which the well is located. The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) a~ appropriate. The owner shall take necessary means and precautions to preserve these markings. ·A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. This well shall be located not more than 200 feet from the location speCified on this permit and at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant. NOTE: Parcel Identification Number (PIN): 23-2177-11 101l0-475 NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres) APPROVED DMW State \::ngineer ReceJj)! No, 9502333E " DATE ISSUED 01-05-2006 By EXPIRATION DATE. 01-05-2007 form No. . GWS-25 , OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 LlC WELL PERMIT NUMBER __ -.!6~3~78~OL--__ ·-,,-F __ APPLICANT DIV.5 WD39 DES. BASIN MD BIG R ENTERPRISES LLC CIO ROBERT REGULSKI PO BOX 9 RIFLE, CO 81650- (970) 625-2410 Lot: 7 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 1513 Ft. from North Section Line 1511 Ft. from East Section Line UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: 1) 2) 3) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to eXisting water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this wellshafl be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water Conservancy 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 ali approved plan for augmentation. WDWCD contract #040518BRCP(a). I 4) The Issuance of this pennit hereby cancels pennit no. 60607. Per review of this penni! application it was noted that the old well, permit no. 60607 does not exist. Proof must be submitted showing that no health or safety hazards exist and that the old well has been plugged in . accordance with Rule 16 of the Water Well Construction Rules within sixty (60) days of completion of the new well. The enclosed Well . Abandonment Report form '!lust be ~'!Ipleted ~nd submitted to affirm Jhat the old well was plugged. 5) . Approved as a well on a tract ofJand of 2.03 acres described as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93 West, 6th P.M., further identified as lot no. 7, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650. 6) The use of ground water from this well is limited to commercial purposes inside one (1) unit (0.2 acre-foot); the irrigation of not more than 8,000 square feet (0.184 acre) of lawns and gardens (0.54 acre-foot); and outside vehicle washing (0.22 acre-foot). AU use of this well will be curtailed unless the water aUobnent contract or a plan for augmentation is in effect. This well is known as Big R Lot 7 Well. 7) The pumping rate of this well shall not exceed 25 GPM. 8) The annual amount of ground water 10 be appropriated shaliliot exceed 0.96 acre-feet (312,816 gallons). 9) . The return flow from the use of thIs well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. 10) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 11) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 12) This well shall be-located not more than 200 feet from the location specified on this pennil and at least 600 feet from any existing well, completed In the same aquifer, that is not owned by the applicant. p--?7.." ~ NOTE: Parcelldentlfication Number (PIN): 23·2177-111·00-475 ...--:; NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres) '" (' r-<7.s-/'2. 0<7 & APPROVED DMW State Engineer Receint No. 9502333F 1/ DATE ISSUED 01-05-2006 By EXPIRATION DATE 01-05-2007 I Form No. ~ . GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg .. 1313 Sherman St.. Denver. Colorado 80203 (303) 866-3581 L1C WELL PERMIT NUMBER __ -'S",3<.!.7!<.81'--__ -.!..F __ APPLICANT DIV.5 WD39 DES. BASIN MD BIG R ENTERPRISES LLC CIO ROBERT REGULSKI PO BOX 9 Lot 8 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section·11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 1464 Ft. from North Section Line RIFLE, CO 81650-1511 Ft. from East Section Line (970) 625-2410 UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: 1 1) I 2) I I 3) I I ~) \) I "i) J I) I ) I 0) I 10) I '1) > ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this pennit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 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. Approved pursuant to CRS 37-90-137(2} for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only When the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WOWeD contract #040518BRCP(a). Approved as a well on a tract of land of 2.87 acres described as that portion of the SW 1/4 of the NE 1/4. Sec. 11, TWp. 6 South, Rng. 93 West, 6th P.M., further identified as lot no. 8, Big R Commercial Park, Garfield County. more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifte, CO 81650. The use of ground water from this well is limited to Conim~rcial purposes insid~ one (1.) Mni.t (9.2 qcre.foot); the irrigation of nof more· than " 8,000 square feet (0: 184 "acre) of lawns and gardens (0.54 acre-foot); and outside vehicle washing (0.22 acre-foot). All use of this well will be curtailed unless the water allobnent contract or a plan for augmentation is in effect. This well is known as Big R Lot 8 Well. The pumping rate of this well shall not exceed 25 GPM. The annual amount of ground water to be appropriated shall not exceed 0.96 acre~feet (312,816 gallons). The return flow from the use of this well must be th rough an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. The owner shall mark the well in a conspicuous place with well permit number(s). name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner {recorded at least annually} and submitted to the Division Engineer upon request. This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well. completed in the same aquifer, that Is not owned by the applicant. r:he ?.----- NOTE: Parcel Identification Number (PIN): 23·2177-111-00-475 , ~ NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres) <? /' /' 0">0" <"c7 6' f PROVED (1'~W State Engineer By F :eipt No. 9502333G DATE ISSUED 01-05-2006 EXPIRATION DATE 01-05-2007 ,~ Form No, , GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 616 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3561 LlC WELL PERMIT NUMBER ___ 6"'3'-'.7""82=--__ --'-F __ APPLICANT DIV.5 WD39 DES. BASIN MD BIG R ENTERPRISES LLC CIO ROBERT REGULSKI PO BOX9 RIFLE, CO 81650- Lot: 9 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY SW 1/4 NE 1/4 Section 11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 2062 Ft. from North 1421 Ft. from East Section Line Section Line (970) 625-2410 UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO CONSTRUCT A WELL Easting: Northing: 1) , • 2) 3) 4) , ,5) 6) 7) 8) 9) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause nO material injury to eXisting water rights. The Issuance of this permit does not ensure that no injury will occur to another vested water right or predude another owner of a vested water right from seeking relief in a civil court action. The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2. unless approval of a variance has been granted by the State -Board of Examiners of Water Well Construction and Pump Installation Contractors in accordan-ce With Rule 18. Approved pursuant to eRS 37-90-137(2) for the construction of a well, appropriating gn;)Und water tributary to the Colorado River, on the conditio!) that t,he 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 allobnent contract between the well owner and the West Divide Water Conservancy District for ~e release of replacement water from Ruedi ReselVoir is in effect, or under an approved plan for augmentation. woweD contract #040516BRCP(a). Approved as a well on a tract of land of 2.45 acres descrJbed as that portion of the SW 1/4 of the NE 1/4, Sec. 11, Twp. 6 South, Rng. 93 West. 6th P.M., further identified as lot no. 9, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifle, CO 81650. The use of.ground.water fr~m.this,weU is limited ,to commercia.1 purp.oses inside one (1) unit (0.20 acre-foot); the irrigation of nqt.mqre than 8,000 sq~~re feet (0.184 ~g~) .Qf.!?\Y.J1S <m~ .m1!'j~[1S (Q,!?~ .acre-foot); Qutsld~~_ vehicle was!ling (0.22 acre-foot): and fire protection/s.torage (0.55 acre-foot). All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effecl This well is known as Big R Lot 9 Well. The pumping rate of this well shall not exceed 25 GPM. The annual amount of ground water to be appropriated shall not exceed 1.51 acre-feet (492,034 gallons). The return flow trom the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well is located. The owner shall mar\( the well in a conspicuous place with well permit number(s), name of the aquifer, and court case m.iniber(s) as . appropriate. The owner shall take necessary means and precautions to preserve these markings. 10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records at all diversions must be maintained by the well owner (recorded at least annualJy) and submitted to the Division Engineer upon request. 11 ) This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant. except permit no. 61899-F, decreed as Regulski Well no. 2, Division 5 Water Court, case nos. 94CW003 and OOCW104, 600 foot spacing statement was submitted. NOTE: Parcel Identification Number (PIN): 23-2177-111-00-475 NOTE: APPROVED DMW Assessor Tax Schedule Number. R005084 (totaling 26.47 acres) State Engineer Receipt No. 9502333H DATE ISSUED 01-05-2006 By EXPIRATION DATE 01-05-2007 Form No. GWS-25 OFFICE OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St.. Denver, Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER __ -'''63,,.,7'''S-,03 ___ -.,..F __ EXST . APPLICANT DIV.5 WD39 DES. BASIN MD BIG R ENTERPRISES LLC C/O ROBERT REGULSKI PO BOX 9 lot: 10 Block: Filing: Subdiv: BIG R COMMERCIAL PARK APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 SE 1/4 Section-11 Township 6 S Range 93 W Sixth P.M. DISTANCES FROM SECTION LINES 2571 Ft. from South Section Line RIFLE, CO 81650-1353 Ft. from East Section Line (970) 625-2410 UTM COORDINATES (Meters,Zone:13,NAD83) PERMIT TO USE AN EXISTING WELL Easting: Northing: , 1) ',2) I I 3) 4) I • I 5) I 3) ') I 8) I oJ) I 10) I '1) I I 2) I I I t ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or predude another owner of a vested water right from seeking relief in a civil court action. Construction details f~r this existing well have not been proy!ded,-t9. this office.: therefore,.it is not known if the construction of this well is in compliahce with the Water Well Construction Rules, 2 CCR 402·2. The issuance of this perm!t does not relieve the well owner of responsibility or liability in the event contamination of the groundwater source results from the construction or use of this well, nor does the . State Engineer assume any responsibility or liability should contamination occur. Approved pursuant to CRS 37-90~137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect. and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWeD contract #040518BRCP(a). Approved for the installation of a pump in, and the use of, an eXisting wel/,_ constructed on an unknQwn date, to an unknown depth, under" . permit no. 170888 (expired). "Iss'uance 'of this permit "hereby"expires permit no. "170888.' " .. Approved as a well on a tract of land of 2.33 acres described's that portion of th'; NW 1/4 of the SE 1/4, Sec. 11, Twp. 6 South, Rng. 93 West, 6th P.M., further identified as lot no. 10, Big R Commercial Park, Garfield County, more particularly described on the attached exhibit A. Physical well address: 28485 Highway 6 & 24, Rifte, CO 81650. The use of ground water from this well is limited to commercial purposes inside one (1) unit (O.2 acre-foot); the irrigation of not more than 8,000 square feet (0.184 acre) of lawns and gardens (0.54 acre-foot); and outside vehicle washing (0.22 acre-foot). All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Big R Lot 10 Well. The pumping rate of this well shall not exceed 25 GPM. The annual amount of ground water to be appropriated shall not exceed 0.96 acre~feet (312,816 gallons). Tne return flow from the use of this well must be through an individual waste water disposal system of the non-evaporative type where the water is returned to the same stream system in which the well ;s located. The owner shall mark the well In a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as approJll:iate. The owner shall take necessary means and precautions to preserve these markings. A totalizing flow meter musl be installed on this well and maintained in good working order. Permanent reCords of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. This well shall be located not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well, completed in the same aqUifer, that is not owned ~y the applicant, except pennit no. 61899-F, decreed as Regulski Well no. 2, Division 5 'Nater Court, case nos. 94CW003 and OOCW104, 600 foot spacing statement was submitted. NOTE: Parcel Identification Number (PIN): 23-2177-111-00475 NOTE: Assessor Tax Schedule Number: R005064 (totaling 28.47 acres) '''PROVED 0_ DMW L\ .r::r;;.--- State Engineer By . EXPIRATION DATE 01-05-2007 ";cei t No. 95023331 DATE ISSUED 01-05-2006 , ' .:.-~urrent January 2004-' APPLICATION TO'AMENIJif.' ATER LEASE FROM WEST DIVIDE WATER~CONSERV ANCY DISTRICT Contract # 04051SBRCP(a) Map #500a-500j Date Activated 5/1S/04 Date Amended 10/28/04 109 West Fourth Street, P. O. Box 1478, Rifle, Colorado 81650 l. APPLICANT INFORMATION "ame "Big R Commercial Pk". Rifle Ski Corp clo Robert Regulski Mailing Address: PO Box 9 Rifle. Colorado 81650 Telephone: 970·625-2410 Authorized agent: Christopher Manera. Colorado River Eng, Inc. ~. COURT CASE #'s: Decree Case No. _______ _ Augmentation Plan Case No. ___________ _ 1. USE OF WATER .:J RESIDENTIAL (check applicable boxes) P Ordinary household use Number of dwellings: ~ Subdivision: No. constructed nnits: No.-v-a-c-an-t-:1C'o-ts-: -- .:J Home garden/lawn irrigation of sq. ft. l Method ofirrigation: 0 flood 0 sprinkler 0 drip 0 other o Non-commercial animal watering of animals .:J Fire Protection Well Sharing Agreement for multiple owner wells must be Jubmitted. o COMMERCIAL (check applicable boxes) ,\jumber ofnnits: 10 lots Total sq. ft. of commercial units: NIA }lescription of use: Not fully developed, vacant lots from 2 to 9-- acreS±, Zoned Commercial General. pending county sub-division. Commercial uses-in-house supply and outside uses to include irrigation and vehicle washing. :J INDUSTRIAL 1)escription ofuse: ________________ _ I<:vaporation: Maximum water surface to be exposed:. ____ _ Description of any use, other than evaporation, and method of liversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: ___________ _ IJ MUNICIPAL Description of05e: _______________ -'_ 4. SOURCE OF WATER Structure: Up to to Wells Structure Name: Big R Wells I to to Source: 0 Surface 0 Storage 0 Gronnd water 2urrent Permit # --:--:: _________ (if applicable) IJ Direct Pumping: Tributary: ____________ _ Location: ___________________ _ ,. LOCATION OF STRUCTURE Garfield NW ISE and SWINE County II Quarter/quarter 6S 93W Quarter 6th Section Township Range Principal Meridian Distance of well from section lines See AttachedList Elevation: 5370 - Well location address: 28485 Highway 6 & 24, Rifle. CO (Attach additional pages Jar multiple structures) 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment.) Parcel pending subdivision into 10 lots. see sketch plan for parcel legal description and proposed lot layout. Number of acres in tract: ,,32"'."'3 .... 1 ___ _ Illclusion into the District, at Applicant's expense, may be required. 7. TYPE OF SEWAGE SYSTEM o Septic tank/absorption leach field 0 Central system 0 Other District name: _________________ _ 8, VOLUME OF LEASED WATER NEEDED IN ACRE FEET: 11.03 (minimum of I acre foot) Provide ellgineerillg data to support volume of water requested. Commercial, municipal, and industrial users must provide diversion and consumptive data on a mOlltllly basis. A totalizing flow lIteter witll remote readollt is required to be illstalled and usage reported to West Divide, Applicant expressly acknowledges it lias ltad the opportunity to review tile District's form Water Allotment Contract and agrees tllis application is made pursllant and subject to tile terms and conditions cOlltained t/terein. Application Date: to -~ /_0 1/ ef!lJ,/lYt '/- Applicant Signature ......... Applicant Signature DATE APPROVED: _ /D,h.cf'& Y WEST DIVIDE WATER CONSERVANCY TRICT PROPERTY DESCRIPTION A .TRACT OF LAND SlTUATe:D IN SECTION 11, TOW'NSHIP 6 SOUTH, RANGe: 93 \VEST OF THE 6TH P,M" COUNTY OF GARFiELD, STATE OF COLORADO, SAID TRACT OF LAND BEING DESCRIBED 3Y METES AND BOUNDS AS FOLLOW'S, BEG1NNING AT THE SOUTHW'e:ST CORNER OF THE SE1I4NE1/4 OF SAID SECTION 111 THENCE S,89'40'36'[, 300,83 FEETI THENCE S.63'43'02'V, 1337.91 FEETJ THENCE N,00'12'00'\V, 597,08 FEETI THENCE S,89'48'45'£. 104,57 FEETI THENCE N.00'21'56'E. 1318,18 FEETJ THENCE S,89'52'06'£, 793,77 FEETI THENCE S,00'15'20'V, 1318.95 FEET TO THE POINT OF BEGINNING. SAID TRACT OF LAND CONTAINING 32,31 ACRES, MORE OR LESS. '" ]) Q, 0.. e + :3 'II , . ~ Table 1 Big R Commercial Park Annual Well Diversion and Consumptive Use Limits DEMAND ESTIMATES Outside use Diversions Diversions Consumption Consumption Employees Irrigated Area (veh wash) Lot Acreage (acre-feet) (gallons) (acre-feet) (ga[[ons) (sq.ft.) (ga[/day) 1 8.91 3.35 1,092,904 2.43 791,103 24 18000 1200 2 3.91 2.24 728,603 1.62 527,402 16 12000 800 3 2 0.96 312,969 0.68 222,270 6 8000 200 4 2 0.96 312,969 0.68 222,270 6 8000 200 5 2 0.96 312,969 0.68 222,270 6· 8000 200 6 2.01 0.96 312,969 0.68 222,270· 6 8000 200 7 2.03 0.96 312,969 0.68 222,270 6 8000 200 8 2.87 0.96 312,969 0.68 222,270 6 8000 200 9 2.45 . 1.51 492,969 1.23 402,270 6 8000 200 10 2.33 0.96 312,969 0.68 222,270 6 8000 200 _____ .Iotals _____ 1} __ ~3 __ -,--_4,~Q§,~§~_ 10.06 3,276,665 94000 Notes: -Div Demands = # of employees @ 30/ga[/day + irrigated area * 2.33 feet cu demand/80% app eff. + vehicle washing -Consumptive Use = 15% employee demands assuming ISDS treatment + irrg cu + 100% vehicle washing -Tab[e prepared to show the amount of water avai[able to each lot covered under the water augmentation contract through the West Divide Water Conservancy District. Water demands could be increased by each lot but would require amendment of water contract (see subdivision covenants). Water contract totals 11.0 ac-ft and assumes 10% conveyance assessment. -Lot 9 well includes additional 180,000 gallons per year for fire fighting water storage tank. DEMANDs.XLW Summary All 7/6/2004 by: Colorado River Engineering, Inc. Table 2 Water Diversion"and Consumptive Use Demands R Commercial Park -Lot 1 ~------~~~ ~~~~~.~; 30 gal/day/employee 4 perunit ~1(!~~~~~~:= ____ ~3~O~O~O~Sq'fl/unit OA 13 acres = (A) x (D)/43560 80% ~~~~~ Unit Consumptive Use Demands (Irrigatlo'n and Water Feature: Uses, if any) JAN FEB MAR APR MAY (.I) 1m ation feet 0.001 0.00 0.00 0.181 0.'l21 JUN 0,51 (1) '" (Al x (8) x C) x days in month J 325800 (2) = (F) , (J) I (G) (3) = (Al x (H) x days in monthf325800 (4) = (1)/12 months (5)=(1)X(D) (6) = (2) ,(G) (7) = (3) (8) = (4) (9) = (5) + (6) + (7) + (8) (10) = {(9) X 10%} +(9) JULt AUG] SEPI 0.461 0.34 0.29 OCTI NOVI DEC1 ANNUAL D.13 0.00 0.00 2.33 Big R Commercial Park -Lot 2 SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS ~n·house uses (A)pn-house (8)1~~hous.e use (el Employees (D) In-house depletion lOuts Ide uses (E)hrrigated area (F) Irrigated Area (GJlkrigation Efficiency (HJIV ehic1eJwashing UJlFire Fighting tank Refill 4 units 30 gaVdayfemployee 4 per unit 15% (ISDS Treatment) 3000 sq.ftJunit 0.275 acres = (A) x (D)/43560 80% 200 gaVdayfunit (assumed 100% depletive) o galfyear Unit C.onsumptive Use Demands (Irrigation and Water Feature Uses, if any) JAN FEB MAR APRI MAYI (J) Ir· ation feet 0.00 0.001 0.00 0.18 0.42 JUN 0.51 7/612004 Colorado River Engineering (1) = (Al x (8) x C) x days in month /325800 (2) ~ (F), (J) I (G) (3) = {A} x (H) x: days in monthf325800 (4) '" (1)/12 months (5)~(1)'(D) (6) = (2) x (G) (7)~(3) (8) ~ (4) (9) = (5) + (6) + (7) + (8) (10) "" {(9) x 10%} +(9) JUL AUG SEP 0.46 0.34 0.29.1 OCT NOVI 0.131 0.00 DEC ANNUAL 0.00 2.33 M: \C R EjobfHes\600-Big R\D E MAN Ds.xL W Table 3 Water Diversion and Consumptive Use Demands Big R Commercial Park -Lots 3 through 8, and 10 SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS Iin-house uses {A1I.ln.house (~!I~n-house use (O) Employees 7 lots (1) = (A) x (8) x C) x_ days in month I 325800 (2) = (F) x (J) I (G) {O} In-house depletion Outside Ilses {El Irrigated area (F) Irrigated Area (0) Irrigation Efficiency (H) VehicleJwashing (I) Fire Fighting tank Refill 30 gal/day/employee 6 per lot 15% (ISOS Treatment) 8009 sq.fl/unit 1.286 acres = CA) x (D)/43560 80% 200 gaVdaylunit (assumed 100% depletive) o gal/year Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) JAN FEB MAR APR MAY (J) 1m ation feet 0.001 0.00 0.00 0.18 0.421 JUN 0.51 (3) '" CA) x (H) x days in monthi32580Q (4) = (1)/12 months (5)= (1)x(0) (6) = (2) x (G) (7)= (3) (8)= (4) (9) = (5) , (6) , (7) , (8) (10) = {(9) x 10%} +(9) JUL1 AUGI SEP 0.46 0.34 0.29 OCT NOV 0.131 0.00 R Commercial Park -Lot 9 SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS In-house uses (Al In-house (8) In-hous~ use (C) Employees {O;,in-house depletion lOuts ide uses (E)llrrigated area (F) Irrigated Area (G11.lrrigation Efficiency (H)fVehic1e/washing (11 Fire Fighling tank Refill 1 lots 30 gaVday/employee 6 per lot 15% (lSDS Treatment) 8000 sq.ft.lunit 0.184 acres = (A) x (0)/43550 80% 200 gaVday/unit (assumed 100% depletive) 180000 gaLlyear Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) JAN FEBI MAR APRI MAY (Jllrri atian feet 0.001 0.00 0.001 0.18 0.42 JUN] 0.511 (1) = (A) x (B) x C) x days in month /325800 (2) = (F) x (J) I (G) (3) = CA) x (H) x days in mOiith/325800 (4)" (1)112 months (5)=(1)X(0) (6) = (2) x (G) (7) = (3) (8) = (4) (9)" (5) + (6) + (7) + (8) (10)= {(9)X 1D%} +(9) JUL AUG SEP OCT 0.46 0.341 0.291 0.13 NOVI 0.00 DEC ANNUAL 0.001 2.33 DEC ·ANNUAL 0.001 2.33 716/2004 Colorado River Engineering M;\CREjabfiies\sOO~BjgR\DEMAND$.XLW Big R Commercial Park Proposed Well Locations WOWeD contract water to be used at any of the following locations. Wells can be permitted for individual lots or for shared wells for multiple Big R Well Lots so long as total water pumped does not exceed contract amounts. All wells proposed to be located in Section 11, T6S, R93W of the 6th PM Big R Well Section 11 Distance Section Distance Section Number Qtr/Qtr Feet Line Feet Line Big R Lot 1 Well SWINE 2530 N 1558 E Big R Lot 2 Well SWINE 2248 N 1514 E Big R Lot 3 Well SWINE 2103 N 1510 E Big R Lot 4 Well SWINE 2062 N 1510 E Big R Lot 5 Well SWINE 1805 N 1588 E Big R Lot 6 Well SWINE 1710 N 1580 E Big R Lot 7 Well SWINE 1513 N 1511 E Big R Lot 8 Well SWINE 1464 N 1511 E Big R Lot 9 Well SWINE 2062 N 1421 E BiQ R Lot 10 Well NW/SE 2571 S 1353 E 10/21/2004 Colorado River Engineering, Inc Proposed Well Locations.xls o o '~ :;: • • • , • • 11 l? • Ii t I • • 1 • • , ";. ~ '" J ===~~~~~~i8~~~~~~~~~i~;:'~~=.~~::::::~::~====~~ == 1 , PO Box l301 """" COLORADO Rifle, CO 81650 "-'-~ RIVER TeI970-625-4933 ~. ENGINEERING Fax 970-625-4564 -..... Civil EngIneering I Water Rights, Augmentation Plans I Groundwater, Well Permitting 'Hydrology, Flood Plain Analysis ICanals, Pipelines, Dams I Well Location Map flGUeEN°I ~F;.;J:e.:.N:::a;:m::":..G::;e::n~Lo~oM:::!a::!p::;.d!!w::!g'----tJ~ob"N~o'"',.::6~OO~=:-I Client: Drawn by: eM Aprvd by: eM Date: Oct 18, 2004 BigR ~-;' '\::~ a COLORADO "-.~RIVER -~ ENGINEERING, INC. P.O. Box 1301 Rifle, CO 8.1650 Tel 970-625-4933 Fax 970-625-4564 Mr. Craig M. Lis, P.E. 1313 Shennan Street, Room 821 Denver, Colorado 80203 Mr. Jim Hardcastle October 21, 2004 Garfield County Building and Planning Department 108 8th Street, Suite 201. Glenwood Springs, Colorado 81601 RE: Big R Commercial Park -Water Supply Gentlemen: This letter has been prepared as a supplement to our letter report "Water Supply Plan" dated)uly 6, 2004 for the above referenced project. The plan has been modified based on commitments from the applicant to Garfield County to remove the Regulski Well No.2 (94CW003) from'the water supply. This "off site" well was removed to avoid classification as a public water system. Tbe well is owned 3/l0ths by the applicant and is shared with neighboring parcels that could have additional offsite users connect in the future and risk exceeding Health Department regulations. The revised plan is to develop individual wells by each future lot owner. The previous plan contemplated separation of the Regulski Well No.2 and included enough water in the contract obtained from West Divide Water Conservancy District (WDWCD) to cover demands for this contingency. A summary review of the physical and legal water supply is presented herewith .. Physical Supply Colorado River engineering perfonned a pump test on Regulski Well No.2 to explore groundwater yields available to the project area. Groundwater investigation also included research of wells on the property, wells on surrounding properties, and drill logs from the soils engineering report. Based on the above research and tests and factoring in geologic considerations for aquifer characteristics, we previously fonned the opinion that adequate physical supply is available from groundwater for the subdivision. Our opinion still holds that ample potable groundwater at reasonable depths throughout the subdivision are available with long term yield. The above statement is required for projects where individual wells will be developed by lot owners (Section 4:9l:D of the Garfield County subdivision regulations). Ii / Legal Supply The legal supply for the project is covered under a water contract with the West Divide Water Conservancy District in the amount of 11.03 acre-feet. The contract is within "Area A" that is covered under a temporary substitute supply plan (TSSP). The plan is approved by the Colorado Division of Water Resources and enables the contractee to obtain well permits. Contracts are included in future water right fillings by the district to develop a court decreed plan for augmentation. Table 1 of our report summariZed the project demand to be 10.06 acre-feet. The contract amount is sufficient to cover the type and quantity of uses for the 10-lots. We believe the existence of the TSSP is proof that adequate legal supply and well permits can be obtained. Attached is a letter from the WDWCD attorney summarizing district water supply development. We are requesting that the permits be a condition of the water supply plan and be obtained prior to the final plat as proof of legal supply development. If you have any questions, please do not hesitate to call 970-625-4933 . Ce: Stuver, LeMoine, & Bnrwell, PC Ene!: CM:cm Hardcastle.doc . Sincerely, Christopher Manera, P.E. ~ COLORADO ....., Lw'. RIVER -....., a ENGINEERING, INC. Rifle Ski Corp. c/o Robert M. Regulski POBox 9 Rifle, Colorado 81650 July 6,2004 RE: Big R Commercial Park -Water Supply Plan Dear Bob: P.O. Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Colorado River Engineering, Inc. (CRE) has prepared the following letter report summarizing the water supply plan for the proposed Big R Commercial Park subdivision (Big R). The purpose of the plan is to assist with water supply development during the Garfield County subdivision process. The ~roject consists of 32.3 acres in Section II, Township 6 South, Range 93 West of the 6' PM. The proposed subdivision will consist of 10 commercial lots. The address of the property is 28485 Highway 6 & 24, approximately 3 miles east of Rifle, Colorado. The existing six buildings on the property, located on what will become Lot I, are currently provided water service from two wells. The primary well is the off site Regulski Well No.2, registered under permit 051461-F. The Regulski Well No.2 was decreed for 20 gallons per minute (gpm) and covered under a plan for augmentation in case 94CW3 (attached). The Regulski Well No.2 is also operated under a shared well agreement with neighboring property owners, with Big R prorate entitlement of 3/IOths. A second undecreed well on lot lOis attached to the water system and should be removed and made available to the future owner of Lot 10. The water supply plan will utilize the Regulski Well No.2 to continue to supply water to Lot I. The remaining 9 Lots are proposed to be supplied by individual wells to be constructed on each lot by the future lot owner. Our review and analysis has shown that groundwater of sufficient physical supply and quality is available to the project. Legal supply is provided by the existing well permit for Lot I and a West Divide water contract for the remaining lots. The attached Figure 1 shows the property location and existing or proposed wells. The final Plat for the project should show an easement for the existing water system crossing Lot 10 and serving Lot I. Water Rights -Legal Supply The Regulski Well No.2 is currently decreed under a court approved augmentation plan. The remaining wells are to be augmented pursuant to water Contract No. 040518BRCP(a) obtained from the West Divide Water Conservancy District (attached). The property is located within area "A" of the districts service boundaries. Area A is covered under a temporary substitute water supply plan approved by the Colorado Division of Water Resources. The substitute supply plan enables the contractee to obtain well permits pursuant to the water amounts covered in the water contract. The existing court decree and the water contract provide the legal supply for the development. The contract should be held by the business owner association and entitles each lot owner a predetermined maximum water usage. The water contract limits are 12-wells and 10.0 acre-feet of depletions with a reservoir release conveyance loss of 1.0 acre-feet. The number of wells and permitting limits can be adjusted as long as the contract amounts are not exceeded. This will allow an owner of multiple lots the flexibility to develop a well program specific to their needs. The water contract has also been estimated conservatively high to include Lot 1 water demands. This will allow the Lot I owner to obtain a well permit for an individual well (or wells) in the event separation from the shared Regulski Well No.2 is desirable. Water demands Water demands are difficult to estimate for commercial lots due to the unknown future business. Water planning for the Big R Commercial Park assumes no high water use business such as restaurants or car washes. The subdivision is assumed to develop similar to the existing Lot 1 buildings that are used as materials storage and central office space. The water demands were estimated for commercial in-house uses for employees, limited outside water uses for irrigation and vehicle washing. Water demand estimates are attached as Table 1. Water use assumptions are; -30 gallons per day/employee, depletions 15% of diversions for ISDS waste water treatment. -Irrigation of up to 2.16 acres, water consumptive demand of 2.33-feet and 80% application efficiency. -200 gallons per day for outside washing, 100% consumed. -180,000 gallons per year to refill a fire supply storage tank. The attached Table I summarizes the demand for each lot. The annual diversion demand varies and is dependent on lot size. The largest demand is on Lot I with a peak use in June averaging 3.32-gpm. The peak demand occurs in the summer month when irrigation demands are highest. Tables 2 and 3 summarize the monthly demands for each lot. Physical Supply The existing Regulski Well No.2 has reportedly provided a reliable supply to the six structures located on Lot 1. The Well Permit issued by the Colorado Division of Water Resources for the Regulski Well No.2 is 051461-F, attached. The well was originally completed on April 20, 1999 by Shelton Drilling Corporation. The total Depth was 57', with a static water level of 25'-0". The well driller estimated the yield to be at least 20- gpm. The well was subsequently tested by Samuelson Pump Company for 4 hours on 2 April 5, 1999. The well was tested at a rate of 33-gpm during the Samuelson test with a drawdown of I' -11 ". The well recovered back to within 4-1/2" of the static water level within the initial 15 minutes following the test. Colorado River Engineering Inc. performed an extended 24-hour drawdown and recovery test during the period of March 25-26, 2004. The purpose of the extended test was to examine its yield and to ascertain the groundwater resources available at the property. The well was tested using the existing pump with a measured flow rate of approximately 25-gpm during the test. The initial pumping rate of 33-gpm was reduced to 28-gpm during the first 30 minutes of testing then reduced to the desired rate of approximately 25-gpm. The data for the drawdown and recovery portions of the test is attached as Table 4. The initial water level was measured at 24'-11.5" below the well casing. At the end of the test, the water level drawdown in the well was 5.83' below the initial static water. The graph showing the drawdown and recovery water levels is attached as Figure 2. The water level in the well indicated a stabilization at the final pumping rate of 25-gpm. The drawdown test showed the yield of the well exceeds 25-gpm. Recovery data was obtained to examine the underlying aquifer characteristics. During the first minute following the end of pumping, the water level had recovered to approximately l' below the original static water level. After approximately 6 hours following the end of pumping, the water level had recovered to within 0.1' of the original static water level and the recovery test was terminated. The graph showing the residual recovery water level and time of test/time of recovery is attached as Figure 3. The well recovery is indicative of a recharging aquifer with no "mining" of water occurring. The geology of the surrounding area combined with large sources of recharge produce significant groundwater resources. This is evidenced by groundwater levels in nearby gravel pits. Research of well permit data for the existing property and surrounding properties show wells of similar yields. HP Geotech engineering completed 6-borings on the property as part of subsurface soils investigation. All six borings encountered groundwater at depths varying from 9-feet to 23 -feet. It is our opinion that the existing well has a sufficient physical supply to serve the lots sharing the well. Furthermore, the test combined with groundwater research shows that ample groundwater supply exists at reasonable depths for the individual wells on the future lots. The well test showed that mining did not occur during pumping and long term yield is expected from the aquifer. Water Quality The shared well and proposed individual wells are not subject to public water system requirements regulated by the Colorado department of Health and Environment. The public system regulations apply for systems serving more than 25-people regularly. Typically, Garfield County during the subdivision process requires testing for bacteria and nitrate/nitrite. These parameters represent the most common health concerns in rural areas. Bacteria presence shows that risk for pathenogenic organism concerns. Nitrates 3 and nitrate levels can be high in agricultural areas and limit the ability of blood cells to absorb oxygen. Water quality samples were taken from Regulski Well No.2 and were forwarded to Grand Junction laboratories for analysis. Results of the water quality test are presented below: Nitrate Nitrite Total Coliform Bacteria Regulski Well 2 1.1 mg/I 0.02 mg/I o coloniesll OOml Health Dept Limits 10 mg/I I mg/I The water quality tests for bacteria, nitrate, and nitrites are less than the Colorado Department of Public Health and Enviromnent guidelines. Dissolved solids were also tested and measured to be 1,370 mg/1. The dissolved solids are a secondary standard established by the Health Department and only effects aesthetics of the water supply. The recommended guideline is 500 mg/1. The well water on the property will have negative taste aesthetics and is similar to well or river water in this vicinity that typically is in the 1000 mg/I range. Summary The proposed water supply plan will utilize the existing water system supplied from Regulski Well No.2 to serve Lot 1. Individual wells will supply the remaining 9 lots. The legal supply is provided by an existing plan for augmentation for Regulski Well No.2 and by a West Divide Water Conservancy District water contract for the individual wells. A well test on Regulski Well No.2 shows physical supply yield in excess of demands. The well test combined with groundwater research shows ample groundwater resources are available to supply individual wells to each lot. Wells will be provided by the individual lot owners. Water quality tests show bacteria and nitrate/nitrite levels are less than health department guidelines. If you have any questions, please do not hesitate to call 970-625-4933. Cc: Stuver, LeMoine, & Burwell, PC Encl: CM:cm WaterSystem.doc Sincerely, r&i~ Christopher Manera, P.E. 4 I l , \ ~ I GRIJ'HIC SCAlE 'j 'j ( Of PIZI' ) contour Intenal: 1.0 tl gerUcal / \ ~''''.'' " -'".", \ \ \ LOT 4 ~" 9 LEGEND Ex Gas Line Ex Water Line ® Exisling Well 'If Ex Water Shut. Off ~ Ex Water Spigots $ Ex Septic Access • Prop Wells lndlv. Lots 0 Prop AbsorpUon Field IL-______________________________ ~------------------------_r----~ II POBox 1301 '-.. COLORADO I Rifle, CO 81650 """'"'~ RIVER I Tel970-625-4933 ~. ENGINEERING II Fax 970-625-4564 -,. Clvif Engineering File Name: Utilitics.dwg Job No: 600 Client: I I Water Rights, AugmentBtion Plans .Groundwater, WeI/Permitting Big R 1'================='=Hyd~ro~~~gy~'F=~~O~d~p~m~m=A~n~a,.~"~====.=c=an~a~ffi=,=~=p='I=m=~=,~D~a""====~D=rn=w~"~b=Y='=B=B~=A=PN~d=b=Y'=C=M~=D='t='='=J=U~'Y=5=,=20=04==~====================OJ Well Location Map "GU~N°l Table 1 Big R Commercial Park Annual Well Diversion and Consumptive Use Limits DEMAND ESTIMATES Outside use Diversions Diversions Consumption Consumption Employees Irrigated Area (veh wash) Lot Acreage (acre-feet) (Qallons) (acre-feet) (gallons) (sq. ft.} (gal/day) 1 8.91 3.35 1,092,904 2.43 791,103 24 18000 1200 2 3.91 2.24 728,603 1.62 527,402 16 12000 800 3 2 0.96 312,969 0.68 222,270 6 8000 200 4 2 0.96 312,969 0.68 222,270 6 8000 200 5 2 0.96 312,969 0.68 222,270 6 8000 200 6 2.01 0.96 312,969 0.68 222,270 6 8000 200 7 2.03 0.96 312,969 0.68 222,270 6 8000 200 8 2.87 0.96 312,969 0.68 222,270 6 8000 200 9 2.45 1.51 492,969 1.23 402,270 6 8000 200 10 2.33 0.96 312,969 0.68 222,270 6 8000 200 Totals 13.83 4,505,256 10.06 3,276,665 94000 Notes: -Div Demands = # of employees @ 30/gal/day + irrigated area' 2.33 feet cu demand/80% app eff. + vehicle washing -Consumptive Use = 15% employee demands assuming ISOS treatment + irrg cu + 100% vehicle washing -Table prepared to show the amount of water available to each lot covered under the water augmentation contract through the West Divide Water Conservancy District. Water demands could be increased by each lot but would require amendment of water contract (see subdivision covenants). Water contract totals 11.0 ac-ft and assumes 10% conveyance assessment. -Lot 9 well includes additional 180,000 gallons per year for fire fighting water storage tank. DEMANDs.xLW Summary All 716/2004 by: Colorado River Engineering, Inc. Table 2 Water Diversion and Consumptive Use Demands R Commercial Park -Lot 1 SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS l!.n-house uses (A~I!n'house (B~I~n'house use {el Employees (0) In-house depletion Outside uses (E) lITigated area (F) Irrigated Area (G~I~rri9ation Efficiency (H)LVehiclefwashing (1)(Eire Fighting tank Refill 6 units 30 gal/day/employee 4 per unit 15% (ISOS Treatment) 3000 sq.ftJunit 0.413 acres = (A) x (D)/43560 80% 200 gal/day/unit (assumed 100% depletive) o gallyear Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) JAN FEB MAR APR MAY (J) 1m alion feef 0.00 0.00 0.00 0.18 0.42 JUN 0.51 (1) = (Al x (8) x C) x days in month 1325800 (2) = [F) x [J) J [G) (3) = (Al x (H) x days in monlhJ325800 (4) = (1)/12 months [5) =[l)x[D) [6) = (2) x (G) [7) = [3) (8) = (4) (9) = (5) + (6) + (7) + (8) (10) = {(9) x 10%} +(9) JUL AUG SEP 0.46 0.34 0.29 OCT NOV 0.13 0.00 DEC ANNUAL 0.00 2.33 R Commercial Park -Lot 2 ,011"'-"0'''" "" uses area Area ~;!I~~;; Efficiency ill 3000 sq.fI.lunil 0.275 acres = (A) x (0)143560 80% Unit Consumptive Use Demands (Irrigation and Water Feature Uses, If any) JAN FEB MAR APR MAY JUN (J) Irri .ation feet 0.00 0.00 0.00 0.18 0.42 0.51 7/612004 Colorado River Engineering (1) = (A) x (B) x C} x days in month /325800 (2) = [F) x (J) J [G) (3) = (A) x (H) x days in month/325800 (4) = (J)/12 months (5) = [1) x [D) [6) = (2) x [G) [7) = [3) (8) = (4) (9) = (5) , [6) , (7) , [8) (10) = {(9) x 10%} +(9) JUL AUG SEP OCT NOV DEC ANNUAL 0.46 0.34 0.29 0.13 0.00 0.00 2.33 M:\CREjobfiles\600-BigR\OEMANOsXLW Table 3 Water Diversion and Consumptive Use Demands R Commercial Park -Lots 3 and 10 r---------------~~ ,II 8000 sq.ftJunit 1.286 acres = (Al)( (0)/43560 80% Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if any) JAN FEB MAR APR MAY (J) Ifrl alion feet 0.00 0.00 0.00 0.18 SUMMARY OF INPUT DAtA USED IN CALCULATING DEMANDS In-house uses {Al In-house (8) In-house use (e). Employees (Dllin-house depletion lOuts Ide uses {E)irrrigated area (F) Irrigated Area (G).lrrigation Efficiency (HlIVehicle!washing (I) Fire Fighting tank Refill 1 1015 30 gal/day/employee 6 per 101 15% (lSOS Treatment) 8000 sq,ft.lunit 0.184 acres = (A) x (O)f43560 80% 200 gal/day/unil (assumed 100% depletive) 180000 gal/year Unit Consumptive Use Demands (Irrigation and Water Feature Uses, if an ) 0.42 JAN FEB MAR APR MAY (J) Irri ation teet 0.00 0.00 0.00 0.18 0.42 JUN 0.51 JUN 0.51 7/6/2004 Colorado River Engineering (1) = (A) x (8) x C) x days in month 1325800 (2) = (F) x (J) I (G) (3) '" (A) x (H) x days in monlh!325800 (4) = (1)/12 months (5) = (1) x (D) (6) = (2) x (G) (7) =(3) (8) = (4) (9) = (5) + (6) + (7) + (8) (10) = {(9) x 10%} +(9) JUL AUG SEP OCT NOV DEC ANNUAL OA6 0.34 0.29 0.13 0.00 0,00 2.33 (1) '" (A) x (9) x C) x days in month / 325800 (2) = (F) x (J) I (G) (3) = (A) x (H) x days in month/325800 (4) '" (1)112 months (5)= (')x(D) (6) = (2) x (G) (7) = (3) (8)= (4) (9) = (5) + (6) + (7) + (8) (10) '" «9) x 10%) +(9) JUL AUG SEP OCT NOV DEC ANNUAL 0.46 0.34 0.29 0.13 0.00 0.00 2.33 M:\CREjobfiles\600-BigR\DEMANDs.XLW Figure 2 Pump Test -Drawdown Recovery Curve Time -Hours 0:00 6:00 12:00 18:00 24:00 I-~-~--"-----------"-----~-"---I : -+-Drawdown Water Level ----.---~-_____ ~I 30:00 36:00 --.-----~~--~--~ -.----··-~---I-----------------~T-------~-~-----·I 0_00 .------~--i~-------F-[. --~f----------1,=---===-:=1 1--t-~---~---~-I I ~_ Ie-, __ _ 1_001----~--~----,___ 2.001------------j f----~,------,----~--- ~ 3.00 --~-------I. ~~:------I--------- I ---~--l----I-~---II-----I ,:3 4.00 ------~---I-~---r--------r----:i-r---I~-~-- 1 1 -~ -----~~~--, 'OO~==-T =t 1=-~F-'~-= 7.00 -~ --_____________ -.J 5.00 - -~ 5/5/2004 8:38 PM Colorado River Engineering, Inc. pumptest1.xls Figure 3 -Residual Recovery ____ Recovery Water C;;:;;[ _____ .. _. ____ 1 tit' =Time of pump test start I Time of recovery test 1.00 10.00 100.00 1000.00 10000.00 0.00 -I ----. t · ... _, -C-'--:--r -:_'-.'---~'----~--------.---.... -... ---c-. ___ ~ -_____ _ 1 00 ·1 .-----t-_._. _____ _ '---'1 _. ____ ._. _____ , I 2.00+ --I ! -----_. w i _ ~.~----------~ 3.00 r--------- c L . ____ 1 ~ I "0 . g 4.00 t- , I 5.00·[ i I 6.00 -I f------'-- , I 7.00 -' 5/5/2004 8:38 PM Colorado River Engineering, Inc. pumptest1.xls Date Time 25-Mar-04 10:22 AM 25-Mar-04 10:23 AM 25-Mar-04 10:24AM 25-Mar-04 10:25 AM 25-Mar-04 10:26 AM 25-Mar-04 10:27 AM 25-Mar-04 10:28 AM 25-Mar-04 10:30 AM 25-Mar-04 10:32 AM 25-Mar-04 10:34 AM 25-Mar-04 10:37 AM 25-Mar-04 '10:42 AM 25-Mar-04 10:52 AM 25-Mar-04 11:07 AM 25-Mar-04 11:22 AM 25-Mar-04 12:00 PM 25-Mar-04 12:30 PM 25-Mar-04 1:10PM 25-Mar-04 5:05 PM 25-Mar-04 8:40 PM 26-Mar-04 8:00 AM 26-Mar-04 9:05AM 26-Mar-04 12:02 PM 26-Mar-04 12:18 PM 26-Mar-04 12:19 PM 26-Mar-04 12:20 PM 26-Mar-04 12:21 PM 26-Mar-04 12:22 PM 26-Mar-04 12:23 PM 26-Mar-04 12:24 PM 26-Mar-04 12:26 PM 26-Mar-04 12:28 PM 26-Mar-04 12:30 PM 26-Mar-04 12:33 PM 26-Mar-04 12:38 PM 26-Mar-04 12:48 PM 26-Mar-04 12:58 PM 26-Mar-04 1:08 PM 26-Mar-04 1:18 PM 26-Mar-04 6:14 PM , 5/5/2004 8:36 PM Table 4 Big R Commercial Park Pump Test -Regulski Well No.2 Water Level Total Drawdown Total Time (feet) (in) (feet) (hrs:min:sec) 24 11.5 0.00 0:00:00 29 8.5 4.75 0:01:00 30 4 5.38 0:02:00 30 6.5 5.58 0:03:00 30 8.5 5.75 0:04:00 30 9 5.79 0:05:00 30 10.5 5.92 0:06:00 31 0.5 6.08 0:08:00 31 1.5 6.17 0:10:00 30 0 5.04 0:12:00 30 11 5.96 0:15:00 31 1 6.13 0:20:00 31 1.5 6.17 0:30:00 30 2 5.21 0:45:00 30 2.75 5.27 1:00:00 30 4.25 5.40 1 :38:00 30 4.375 5.41 2:08:00 30 5.25 5.48 2:48:00 30 7.25 5.65 6:43:00 30 8 5.71 10:18:00 30 9 5.79 21 :38:00 30 9 5.79 22:43:00 30 9.25 5.81 25:40:00 30 9.5 5.83 25:56:00 26 0 1.04 25:57:00 25 8.25 0.73 25:58:00 25 7.5 0.67 25:59:00 25 7 0.63 26:00:00 25 6.5 0.58 26:01:00 25 6.25 0.56 26:02:00 25 5.75 0.52 26:04:00 25 5.5 0.50 26:06:00 25 5.25 0.48 26:08:00 25 5 0.46 26:11:00 25 4.5 0.42 26:16:00 25 4 0.38 26:26:00 25 3.75 0.35 26:36:00 25 3.5 0.33 26:46:00 25 3 0.29 26:56:00 25 0.75 0.10 31 :52:00 Colorado River Engineering, Inc. Flow (gpm) Notes 33 Pumo on 33 33 33 33 , 33 33 33 33 28 28 28 28 25 25 25 25 22 22 21 22 22 25 25 Pump off 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pumptest1.xls JOHN C. KEPHART & CO. GRA~O J~~[lW~ lABORATORIH --435 NORTH AVENUE • PHONE: (970) 242-7618 • FAX: (970) 243-7235 • GRAND JUNCTION, COLORADO 81501 --- Received from: ANALYTICAL REPORT - Color"ado River EngineeY'ing Mi~i.f-k l-fayIT.'s 1 ~'::;6 East ::;I'~d Hifle~ CO 81{"J50 9]O-·625--493~;' 5241 Customer No. ____________ Laboratory No. ____________ .Sample ___________ _ 5/4/04 !:"j/6/04 Date Received ___________________ Date Reported ___________________ _ Sampl [~ i'litrite(N) 5241 Regulski Well No.2, East of Rifle, Colorado, Garfield County, hydrant at wel1head~ May 3, 2004, IJ45 PM~ Raw o colonies-./100ml 1.10 "'g/l O~02 mg/l B .. BauE'i"- JOHN C. KEPHART & CO. bRM~ J~N[IWN lAHORA IORIH --435 NORTH AVENUE • PHONE: (970) 242-7618 • FAX: (970) 243-7235 • GRAND JUNCTION, COLORADO 81501 --- Received from: Customer No. ___________ _ ~~j! 4/04 ANALYTICAL REPORT - Colorado River Engineering 1 ~5.S Ea.st. 3r"d Fd.·f 1 ::-:0 ~ CO 816:::iO 970····f::.25·-·49~::;3 5241 Laboratory No. ____________ Sample ___________ _ 5/12/04 Date Received ___________________ Date Reported ___________________ _ Sampl e Di !:;sol ved Sol i ds ~,241 Regulski Well ND~ 2, East of Rifle, Colorado, Garfield COIJnty, hydr-ant at wellhead, May 3, 2003, 1:45 PM, Raw :I., ::;1'0 mq/l F 1 L E'lJ I IN COMfJlNED COURT CARFf,ELD CCUl'rr:. co Case No. 94C~'13 APR 1 3 1994 RULING OF REFEREE CLEHK. IN 'I'lIE l1i\'I'TER OF 'I'HE APPLICATION FOR UNDERGROUND WA'.rER RIGHTS ;\.ND FOR APPROVAL OF PLAN FOR AUGHENTATION OF: ."j 'j ::, " .. COMBINED COURT OF GARFIELD COUNTY . GLENWOOD SPRINGS, COLORADO -, " RIFLE SKI CORPORi\TIOH IN TIlE COLORADO RIVER . . . c..:.':: I C:r:i1ie~ to be"~ fuU, true a~d corr;;;£;~opy ~1 th~ onglnel In m cu~I9PY; "" ..-.. DeJt"d -(' X ~" .: '~" " , . ." IN GARFIELD COUNTY, COLDRADO or The above entitled Applicati tl.,. ____ A4 , 1994, and was referred to the undersigned as Water Referee for \'iater Division No_ 5, State pf Colorado, by the Water Judge of said Court in accordance with Article 92 of Chapter 37, Colorado Revised Statutes 1973; known as The Water Right Determinati.on and' Administration Act of 1969; And the undersigned Referee having made such investigations as are necessary to determine whether or not the statements ·in the Application are true and having become fully advised with respect to the subject matter of the Application does hereby make the following determination and Ruling as the Referee in thi~ matter, to-Hit: 1. The statements in the Application are true. 2. The name and address of the Claimant is: Rifle Ski Corporation P.O. Box 9 Rifle, Colorado 81650 3 . FIRST Cu,IH UNDERGROUND WATER RIGHT REGULSKI WELL NO. 1 A. The source of the water is from a well with a proposed depth of 200 feet deep and the groundwater is tributary to the Colorado River. B. The legal description of the proposed point of diversion is 500 feet nort]l and 600 feet west of the E 1/4 corner of Section II, Township 6 South, Range 93 West of the 6th P.H. C. TIle date of initiation of appropriation is November 4, 1993. D. The amount of \vater claimed is twenty (20) gallons per minute, conditional. F. H _____________ A_Fc:.:::RS-c----;---ROo-;UffUb ;;;T1 ~ =- _ ,_ ' Boox0908i'W1~5 The proposec, € 'ses are irrigation, comm' {(cial and vehicle washing up tu '12 hours per day. The land to be irrigated is one-half acre of landscaping situate near commercial offices to be located in the SE1/4NE1/4 of Section 11, Township 6 South, Range 93 West of the 6th P.M. The Well Permit Denial No. from Colorado state Engineer's Office is AD-13248. 4. SECOND CLAIM UNDERGROUND WATER RIGHT Regulski Well No_ 2. A. The source of the water is from a well with a proposed depth of 200 feet and the groundwater is tributary to the, Colorado River. B. The l~gal description of the proposed point of diversion is 350 feet north and 1215 feet west of the E 1/4 corner of section 11, Township 6 south, Range 93 West of the 6th P.M. C. The date of initiation of appropriation is November 4; 1993. D. The amount of water claimed is twenty (20) gallons per minute, conditional. E. The proposed uses are irrigation, commercial and vehicle washing up to 12 hours per day. The land to be irrigated is one-half acre of landscaping situate near cdmmercial offices to be located in the SEl/4NEl/4 of section 11, Township 6 South, Range 93 West of the 6th P.M. F. The Well Permit Denial No. from Colorado state Engineer's Office is AD-13249. 2HIRD CLAIM APPROVAL OF PLAN FOR AUGMENTATION ~ Structures to be augmented: ~ . Regulski Well No. 1 and RegulskiWel1 No.2 Water riqht to'be used for augmentation: Lower Cactus Valley Ditch. The head gate of said ditch is situate on the northerly bank of the Grand River at a point Whence the 1/4 corner between 'Sections 5 and 6, Township 6 South, Range 91 west bears 47 degrees West 3370 feet and being in Lot 7, section 5 in said Township. "age 2 I I c. • ., J. i soox0908i'~Gi146 , El', '. on April 19, 1897, in civil Action No. ,the Garfield county District Court awarded the Lower cactus Valley Ditch p~iority No. 142B for 50 cubic feet of water per second of ·time for irrigation purposes with an appropriation date of September ~4,lb88 . .§..1:i1tement of Plan for Augmentation: RegulsJci Well Nos. 1 and 2 will be utiliz~d for commercial purposes (washing vehic~es) continuously for twelve (12) hours each day for 250 worJc~ng days per year. In.addition, the wells will each be utilized for the. irrigation of one-half acre of landscaping. Total annual diversions will total 11.046 acre feet from each well. .- The effluent from the commercial use will be discharged into a septic tanJc and leechfield disposal system which will consume. .1,' ~en percent (10%). The total of one acre of landscaping will ,c:onsume 1.73 acre feet of water as 'determined by Blaney criddle ~alysis and according to the following schedule: ,1onth .pril "(ay ,June uly ',ugust. September ~ctober 'rota:! Acre Feet consumptive Use 0.12 0.22 0.32 0.45 0.35 0.21 0.06 1. 73 A.F. , since there is not a.non-irrigation season "call" on the r'0lorado River, it is not necessary to augment the commercial use :..turing the non-irrigation season of November through Mar.cl1. commercial use that occurs 1 to october 31 (105 days) . __ versions and .928 acre feet of during the working days from April will result in 9.28 acre feet of depletions (consumptive use). Applicant proposes to remove from irrigation the following ,_scribed 4.547 acres historically irrigated with applicant's 3.6 :' 'lres of the· Grand River Ditch. company (Said company owns and nerates the decreed water rights of the Lower cactus Valley Ditch ~scribed above.): starting at a point 1018.46 feet west of the E 1/4 corner of action II, T. 6 5., R. 93 W. of the 6th P.M. '-'.'13 Page 3 Rnm:0908p~('1146 ..Lilt::.! Ice S. 89 J ' 35" ~~ . 301. 5~ feet .v ~.:.. Thence N. 00 58" 1'1 • ilOO feet BOOKO 908 :'~ri 147 '-1.' :: ~ Thence N. 89EIJ9' 46" E. 675 feet . .... Thence S. 00 16' 58" E. 165 feet Thence S. 63 01' 54" H. <120 feet to starting point. ";? . The 4.547 acres have been historically irrigated from April 1 to October 31 of each year with 3.6 shares of Grand River Ditch Company wat~r .from the Lower C~ctus Valley Ditch. According to water commlSSloner records, sald 50 c.f.s. has llistorically irrigated 1500 acres. The Grand River Ditch Company has a total of 270 shares. The removal from irrigation of 4.547 acres under the Lower cactus Valley Ditch will result in a consumptive use credit of 7.87 acre feet of water during the irrigation season according to the following schedule and depletions created by the operation of the wells will be as follows: (onth Acre feet Irrigation Commercial Total C. U. Depletions Depletions Depletions 4.547 Apres 10% C.U . .. pril 0.546 0.12 0.185 0.305 '"ClY 1.000 0.22 0.185 0.405 June, 1.455 O. J 2 0.105 0.505 nlly 2.046 0.45 0.185 0.635 .. gust 1. 591 0.35 0.185 0.535 '~,ptember 0.955 0.21 0.185 O. 395 lctober 0.273 0.06 0.185 0.245 7.866 1. 73 1.295 3.025 It will be necessary to remove 4.08 acres of irrigated ,yund under said ditch in order to compensate for the depletions : lsed during the month of October and the prior irrigation season 3sed ana combined flow of 40 gallons per minute for twelve hours ~~h day during the working days. Th~refore, there is an annual :sumptive use credit of 0.808 AF from the additional 0.467 acres !-~ved from irrigation by this plan and not needed at this time ) augment the subject wells. The Referee does therefore conclude that the above entitled rlication should be granted .and that 0.044 cubic foot of water [ second of time with appropriation date of November 4, 1993, . hereby awarded conditionally to each of Regulski Well Nos. 1 2 for those purpo~es specified in paragraphs 3 E. and 4 E. ,ve , provided always that each of said 0.044 c.f.s. is on the ~ltion that said quantities of water be diverted and applied to , ·icial' use within a reasonable time; SUBJECT, llO!vEVER, TO ALL T T}.';R PRIORITY RIGHTS OF OTHERS and to the integration and J~ation by the Division Engineer of SUCII priorities and changes :_ghts in accordance with law . . ~ Page 4 r r , I ..... BOOXlJ 8U() i'~G' 1 Li8 :.~::iG.q!;.si'" AI?plication TC 'a Finding of .Reasona~ _ . ~iligence shait;1:;e .",,~.1f-i"'~led ~n the samE'~~ol , .1 as the decree hereLcPls entered every six olf~~"t/· ears after the entry of the decree herein so long as applicant ~~. desires to maintain the conditional water rights herein awarded, , or until a determination has been made that such conditional " ,. rights are made absolute by, reason of the completion of the appropriatiQns, or are otherwise disposed of. The Plan for Augmentation described above will not injuriously affect the owners of or persons entitled to use water under a vested water right or a decreed conditional water right, and the Plan for Augmentation should.be and her~by is approved in accordance with C.R.S. 1973, 37-92-305(3), subject to the following provisions: 1. The Office of the Colorado state Engineer shall issue well permits for Regulski Well Nos. 1 and 2, pursuant to this Ruling, but subject to C.R.S 37-90-137(2). 2. The requested plan for augmehtation shall be subject to all provisions of the Articles of Incorporation and Bylaws of the Grand River Ditch Company as they presently exist· or may hereinafter be amended according to Law. 3. Applicant agrees to continue paying 'assessments upon his shares of stock in the Grand River Ditch company as from time to time may be levied by the Board of Directors upon all of said stock of which Applicant is of like class and shall. otherwise comply with all other lawful obligations of the shareholders of· the Grand River Ditch Company. 4. Based on previous Court cases in said ditch, 2.8 % of applicant's water shall remain in the Lower Cactus Valley Ditch to defray historic conveyance and seepage loss attributable to applicant's interest in said ditch. The amount of water historically utilized to irrigate the 4.547 acres shall be bypassed or diverted and returned to the colorado River at the discretion of the Division Engineer. The balance of water not accounted for or devoted to this plan for augmentation may continue to be diverted into the Lower Cactus Valley Ditch until subsequent judicial proceedings direct otherwise. It is accordingly ORDERED that this Ruling shall be filed with the Water Clerk subject to Judicial review. It is filed with Engineer. 94CW3 Page 5 further ORDERED the appropriate that a copy of this Ruling shall be Division Engineer and the State • No protest was filed in this confirmed and approved, and is this Court AND THE MONTH FOR FILING OF REASONlIJ3LE DILIGENCE SHALL BE 94CW3 Page 6 Copy cf the foregQjPg mailed to all I of -ecord--Wal er ./ Counse v..'. .' -%"d Referee,n~D'V. E~neer r."Z9-'j".! State Eng. ear-nDate • Re eree Division No. 5 of Colorado matter. The foregoing Ruling is made the Judgment and Decree of lIJ{ APPLICATION FOR A FINDING JUNE 2000 ~ /)/7!J d Cv;'~~k/.cF~ Water Judge • ~ lorm No.' GW5-25 ' '7' . -' .~' OFFICE OF ,THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES . . I: . ~. 818 C._nni.1 Bldg .• 1313 Sherman St" O.nv .... Colorado 80203 ;.>", . (3031 886-3581 b.<",~}", . L1C •• ~. • ~ •• ~: 1. ••• , .~ ':-. '.~ ~.~., ,. ,',' ~ . , .. ~~., ~'P~U'CA~ WEU PERMIT NUMBER -l.O"'5.J-1-"40±.1..6a..;1'-----' __ F -"--'--- ~' ~ ~ ~ ~ ..... ~- RIFLE SKI CORPORATION P.O. BOX 9 RIFLE. CO 81650 DIV.5 CNTY. 23 WD 39 DES. BAsIN MD Lor: Block: filing: Subdiv; APPROVED WELL LOCATION GARFIELD COUNTY SE 1/4 NE 1/4 Section Twp 6 S Rng 93 W DISTANCES FROM SECTION LINES 11 6th P.M;' 2290 Ft. from NORTH Section Une (970)625-2410 ~ PERMIT TO CONSTRUCT A WEU 1215 Ft. from EAST Section Una I ~ 1) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONomONS OF APPROVAL Thi:s well "hall btl used In .such a way a.a to caw:a no 'materia, injury to 'exiltting water right:!:. The i~suanc8 of the permit does not assure the applicant that no injury will occur to another V'Oz1:8d Wattlf" right or preclude another owner of a vested water right from 3ealcing relief in oS civ\l colJt1. action. ~31 The consuuc::Jon of thiS welf shall be in compliance with the WQfflr Well CorutrUction Rules 2 CCR 402-2. un/e~ approval of a variance has been granted by the State Board of Examinar3 of Water Well Construction and Pump Installation Contractors in accordance with Aule 18. Approv&d pur.iuant to CRS 37-:90-137(2) on the c::::mdltion that ti1i!S ...... el/ is operated in accor~anc8 with the R,ffto Sid Corponrdan und .... ground wcrtef rlgtrt and plan for lIUgmafl'tlltion approved by the Divi~ion 5 Wtrter Court'in c:.aso no. 94CW3. If the well i.:s not operated in accordance with the terms of .said deo-Be. it will be 'subject to administration including ord6r.J to ca3se pumping. Thi.:!: ..... ell. RegubJc1 WeD Nc, 2. is !Subject 'to administration by the Oivi:lion Engineer in accordance with applicahle decrees. statutes. rules. and f'e1;lulations. Th. u.s.a of ground water from thi.:s well l!l IitrJite.d to comme-rdal purpa.:s~ (wa.sh.ing ~hic!e3) corrtinuou.:sly fer !'NoNe (12' hOUr3 ette..'l dlIy for zsa werking day3 per year and tho irrigation of not mont than on..-half ~ of land.sc::Zlping. Ph"PlcBl' well addre.s..s i!!: 28435 Highway 6 & 24. m •. CO 81650. The maximum pumping rate !ShaJl not exceed 20'GPM. I The muimum, a~nual amount of ground water to he appropriated shan not exceed 11.046' acre-hHtt. The retum Row from the use of the well must be through an individual waste w8t5r disposal system of the non-tlvaparativtl type where th" water is returned to tt1" same 3t{aSm system in which the welf is located. Thi.:!: well shalf be constrUctad at least 600 faet from any existing well completed in the same aquifer that is nat owned by the applicant oJ, This' ~elf shall "be constructed not man tl,an 200 feet from the loc3tion specified on this permit and not more than 200 feet from the \1 location decreed for R81JllfsJd wen No~ 2 in case no. 94CW3. A tctalu:ing flow meter mu:! be Installed on the wall and maintained in good working order. Permanent records of alf diversions must be maintained by the well owner {recorded at least hi-annuallyl and submitted to the Division Engineer upon request • . ne owner 'shalf mark the ..... elt in a conspiOJous place wi111 well, permit number(sl. name of the aquifer, and court case numberfsl as "ppropriate. The owner shall take necassary mean.s and precautions to preserve the!!" markings. NOTE: VED I" • i~, No. Expired pennit 046041..f. was previously issued for thi.s well ·R~~kJ Well No.2· at thi~ 109.ti~n . ./I a Parc./ldontific";on Number IPINI: 23-2177-114-0CKl8S ff I'h... r;:L--3/' I.<y" l' r Assessor Tax Schedule Number: 2)0382 • CurrenJ January 2004 APPLICATION TO LEASE WATER FROM Contract # 040518BRCP(a) Map #500 Date Activated 5/18/04 WEST DIVIDE WATER CONSERVANCY DISTRICT 109 West Fourth Street, P. O. Box 1478, Rifle, Colorado 81650 water@wdwcd.org Fax: (970) 625-2796 Telephone: (970) 625-5461 I. APPLICANT INFORMATION Name "Big R Commercial Park'" . Rifle Ski Corp do Robert Regulski PO Box 9 Rifl" Colorado 81650 Telephone: 970-625·2410 Authorized agent: Christopher Manera. Colorado River Engineering. Inc. 2. COURT CASE N's: Decree Case No. _________ _ Augmentation Plan Case No. ____________ _ 3; USEOFWATER o RESIDENTIAL (check applicable boxes) a Ordinary household use Number of dwellings: __ -.,. ____ _ o Subdivision: No. constructed units: ___ No. vacant lots: __ -:-_ o Home garden/Jawn irrigation of sq. ft. Method of irrigation: 0 flood 0 sprinkler D drip 0 other o Non-commercial animal watering of animals o Fire Protection Well Sharing Agreemelltfor multiple owner wells must be SUbmitted. If greater than three owners, application-must be made under a IIomeowlters association. 1<1 COMMERCIAL (check applicable boxes) Number of units: 12 lots Tota1 sq. ft. of commercial units: 2 acres each lot Description of use: Zoned Commercial General. pending subdivision through Garfield County. Water uses: Commercial uses for in-house supply and Outside uses to include irrigation and vehicle washing. o INDUSTRIAL Description ofuse: _________________ _ Evaporation: Maximum water surface to be e;xposed:-,;---:--;:::--::-_ Description of any use, otherthan evaporation', and method of diversion, rate of diversion, and annual amount of diversion of any water withdrawn from the pond: . o MUNICIPAL Description ofuse: _________________ _ 4. SOURCEOFWATER Structure: Un to 12 Wells for individual lots Or common shared wells Structure Name: Big R Wells Lot I, 3 and 7 through 16 Source: 0 Surface 0 Storage 0' Ground water Current Permit # (if applicable) o Direct Pumping: Tributary: ______________ _ Location: ___________________ _ 5. LOCA nON OF STRUCTURE Garfield NWfSE and SWINE County 11 Quarter/quarter 6S 93W Quarter 6" Section Township Range Principal Meridian Distance of well from section lines See Attached List of Proposed Well Locations Elevation:.-,,53,,7,,0,--_-,-__ Well location address: 28485 Highway 6 & 24 Rifle, Colorado (Attach additional pages for multiple structures) 6. LAND ON WHICH WATER WILL BE USED (Legal description may be provided as an attachment.) Parcel pending subdivision into 16 lots see sketch plan for parcel legal description and proposed lot layout Number of acres in tract: 32.3 J (J 6 Lots. each containing±2 acres), application is for wells on 12-lots, additional lots on property. but served by existing well. Inclusion illto the District, at Applicant's expense, may he required. 7. TYPE OF SEWAGE SYSTEM 0' Septic tank/absorption leach field 0 Central system 0 Other District name: ____ ~ ______________ _ 8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET: 11.03 (minimum of I acre foot) Provide engineering data to support volume ofworer requested. Commercial, mUllicipal, and industrial users must provide diversion and consumptive data on a monthly basis. A totalizing flow meter wiJh remote readout is required to be iltstulled alld usage reported to West Divide. Applicallt expressly acknowledges it has had the opportullity to review the District's form WaJer Allotment COlltract and agrees this applieotiolt ;s made pursuant and subject to the terms and conditions cOlltained therein. Wt Applicant Signature Applicant Signature Application Date:~();f~~.;::..;d k,-=(Jl:...,i:L~ __ _ 74 Big R Commercial Park Proposed Well Locations WOWeD conlract water to be used at any of the following locations. Wells can be permitted for individual lots or for shared wells for multiple Big R Well Lots so long as total water pumped does not exceed contract amounts. All wells proposed to be located. in Section ii, T6S, R93W of the 6th PM Big RWeil Section 11 Distance Section Distance Section Number Qtr/Qtr Feet Line Feet Line Big R Well Lot 1 NWISE 2570 S 1355 E Big R Well Lot 3 SWINE 2470 N 1520 E Big R Well Lot 7 SWINE 2340 N 1520 E Big R Well Lot 8 SWINE 2290 N 1520 E Big R Well Lot 9 SWINE 2055 N 1520 E Big R Well Lot 10 SWINE 2005 N 1520 E Big R Well Lot 11 SWINE 1770 N 1520 E Big R Well Lot 12 SWINE 1720 N 1520 E Big R Well Lot 13 SWINE 1485 N 1520 E Big R Well Lot 14 SWINE 1435 N 1520 E Big R Well Lot 15 SWINE 1435 N 1440 E Big R Well Lot 16 SWINE 1825 N 1440 E 5/10/2004 Colorado River Engineering, Inc Proposed Well Locations.xls PROPERTY DESCRIPTION A TRACT OF LAND SITUA TED IN SECTION 11, TOIoiNSHIP 6 SOUTH, RANGE 93 IoIEST OF THE 6 TH P.M., COUNTY OF GARFIELD, STATE OF COLORADO, SAID TRACT OF LAND BEING DESCRIBED BY ME-TES AND BOUNDS AS FOLLOIoIS: BEGINNING AT THE SOUTHIoiEST CORNER OF THE SEl/4NEl/4 OF SAID SECTION 11; . THENCE S.89'40'36'E. 300.83 FEET; THENCE S.63'43'02'1oI. 1337.91 FEET; THENCE N.00'12'OO'Ioi. 597.08 FEET; THENCE S.89'48'45'E. 104.57 FEET; THENCE N.00'21'56'E. 1318.18 FEET; THENCE S.89'52'06'E. 793.77 FEET; THENCE S.00'15'20'1oI. 1318.95 FEET TO THE POINT OF BEGINNING. SAID TRACT OF LAND CONTAINING 32.31 ACRES, MORE OR LESS. ~ S l ;i ~ ~ '" I i a! f '" $'~ • """"""'''10 1IIW"l100-r =,~=: ~~. ~~~ ............ :11 ...... , ... '''''' .. ".. IMO .... • ~ "'~ -':r.;""" rrm> ~~lifr~%~" ,......,.,."''''''''~ t."';~i~1..mft[f.fti'~.Jo\~!/i,,·m.,"'I'i.~~"Th:"..t~'w"'a.~'b ~r ~'" 1<.m";1t"!':;'''IIl~~''1f.'I, = ....... '1~J1."llI'm"f,' ~~m!, lO, I~ tf!.~,~,,,, "I~' "UIC'I' .'.:,. .. ' .. .,; tKqr "~T, ~~'m,=,:Er "t"i.tf"'r.l~tU" ! I , j, i6'P'; ~! ~\. ,.&!fl~."~ -1!~-' ~l'l,; '~i\ /J '!"" ~~ , " :~ .(lilJi't>HJi: tie~u; i '(*:i~~.~~-?:~~~' '" ~ I -II1'I,1llj"j, 0,·",· ,\~ /. ~ .. "CI ..... ~ .... .JJt~"""' .... '~,.,...~~ .......... "'''''''''''"...".........,.. ~ __ , ~ ', .. "' .......... _1 .... ",. .. ~ ~ n~~ ... ~~~·tI+· l--r'"-"'--':::::::::~"'·"--'.----'~M'-", ... , ____ .} ~ ~i--.'" ~ .... -,... III! -'_l>.r_ ~ LOT I if: J..t:\:''''A~",~.., I ,~ .. ,... ~;,'I { .. "-"~'" -l :. 1-_ '''T ~!I,i , .;; LOT 13 ~-. LOT l5il ~.~ LOT 12 .. -I "' , ;1: : , ~, ;~ I:~ ~W.:'l",,;t<;!~'-'-~l~ "~.::'~~ 1 ' ; I • WI i ~ II ~ ~ il J: ,,~ "-J "l:!j LOT I~'I i ..... I 1 '14>1 ....... @ / ' LOT 9 ,; ~l "" ...... II' ~ , i Jk -, nt~·" " 1./1 t i ! 11 "~ LOT a ~. (>I ? UO~ _i'l 1 __ , !~ ........ " LOT /0 .t ... ~ .... ~ 'I: M , I· I , LOT 7 . "_ I J. , ... ~ ~'. : I 0'... :: .. \ ... !-"',h ~, i !': \ I .. ~;:U3t#' \ ~ .10 '.':1' LOT 3 _~n [ , , =..-J lOT 6 Il"' ........ I.L_~':;:""'I IGJ t I ~rr"'J"~''':!~ .~.f':.!~~!.!~.I1"'\ l : ~ a '4 II _ \ 1\. " . , i ,uo"'II_ /' " I' Sketch Plan Big R Commercial Park A TRACT liF LANO BEING SITIJATED IN~HE EAST 112 OF SECTION II TOWNSHIP 6 SOUTH. I?ANGE 9.3 W ~ST OF THE 6TH P.M. COUNTY OF GARrIEU), STA E OF .COLORADO VrCINTY MAP SurvCo. Inc. lX!l!:flntm!N..l..!!m1..fIIl.\D!Jto.\IIDs..~ "'-d 'rl'"!!i'f!#..n ... ,,",=,~ ~:":-;:~~8~~~t~~:':;~ Yo. 6 I'If>M.,('01;<i)~~,~:!"".J:::.~~l9Uo-~9V~ ~T ~-~~~;; -_.1 Table 1 Water Diversion and Consumptive Use Demands Big R Commercial Park· Lots 1, 3 & 7 through 16 in Garfield County, Colorado SUMMARY OF INPUT DATA USED IN CALCULATING DEMANDS In-house uses ,) In-house (A' (6' , (C ) In-house use :) In-house depletion Outside uses ) Irrigated area (D (E) (F (G (H I Irrigated Area ) Irrigation Efficiency ) Vehicle/washing ) Fire Fighting tank Refill (1)lIrriQation feet 12 units 180 gal/day/unit (6 employees @ 30 gal/dy/ea) 15% (ISDS Treatment)' 10000 sq.ft.lunit 2.755 acres = (A) x (D)/43560 80% 200 gal/day/unit (assumed 100% depletive) 180000 gal/year 0.42 0.51 (1) = (A) x (8) x days in month / 325800 (2) = (E) x (I) / (F) (3) = (A) x (G) x days in month/325800 (4) = (H)/12 months (5) = (1) x (C) (6) = (2) x (F) (7) = (3) (8) = (4) (9) = (5) + (6) + (7) + (8) (10) = {(9) x 10%} +(9) SlOP 1 -bCTj--NOV 0.46 0.34 0.291 -0:131---0.00 'Demands are total project demands, lot 15 well will supply fire storage tank and have a larger well demand than other wells DECI A:tfNUAL 0:001 2.33 5/10/2004 Colorado River Engineering IIBobICICREjobfilesI600-BigRIDEMANDLONG.XLW Current January 2004 Name of Applicant: Contract # 040518BRCP(a) Map #500 Date Activated 5/18/04 WEST DIVIDE WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT Robert Re Iski I Rifle Ski Co Quantity o[Water in Acre Feet: __ -'-I"'I."O,,3 _____________________________ _ Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado, organized pursuant to and existing by virtue ofC.R.S. 1973, §37-4S-101. ~, (hereinafter referred to as the "District") for an allotment contract to beneficially and perpetuaHy use water or water rights owned, leased, or hereafter acquired by the District. By execution ofthis Contract and the attached Application, Applicant hereby agrees to the following terms and conditions: I. Water Rights: Applicant shall own water rights at the point of diversion herein lawfully entitling Applicant to divert water, which will be supplemented and augmented by water leased herein. If Applicant intends to divert through a well. it must be understood by Applicant that no right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources. 2. Quantity: Water applied for by the Applicant-in the amount set forth above shall be diverted at Applicanfs point of diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the Colorado State Engineer during periods when said direct flow water right is not in priority, the District shall release for the use of Applicant up to said quantity in acre feet per year of storage water owned or controlled by the District It is understood that any quantity allotted from direct flow, storage or otherwise, to the Applicant by the District will be Jimi~ed by the priority of the District's decrees and by the physical and legal availability of water from District's sources. Any quantity allotted will only be provided so long as water is avai1abl~ and the Applicant fully complies with all ofthe terms and conditions ofthis Contract. The District and the Applicant recognize that some of the Distrids decrees may be in the name ofthe Colorado River Water Conservation District, and the ability of the District to allot direct flow right to the Applicant may be dependent on the consent of the Colorado River Water Conservation District. If at any time the Applicant detennines it requires less water than the amount herein provided, Applicant may so notify the District in writing, and the amount of water allotted under this Contract shall be reduced pennanently in accordance with such notice. Rates shall be adjusted accordingly in fonowing water years only. 3. Beneficial Use and Location of Beneficial Use: Any and alI water aUotted Applicant by the District shall be used for the following beneficial use or uses: industrial, municipal, domestic and related uses, or commercial (except for commercial use from Alsbury Reservoir and except to the extent that Ruedi Reservoir water may not be available for commercial as that term is defined on Page 5 of Contract No. 2-07-70-W0547 between the United States and the West Divide Water Conservancy District). Applicant's beneficial use of any and all water allotted shall be within or through facilities or upon land oWned,leased, operated, or under Applicant's control. 4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir. Green Mountain Reservoir, Alsbury Reservoir, or other works or facilities of the District, or from other sources available to the District, shall be delivered to the Applicant at the outlet works of said storage facilities or at the decreed point of diversion for said other sources, and release Of delivery of water at such outlet or points shall constitute perfonnance ofthe District's total obligation. Delivery of water by the District from Ruedi Reservoir or Green Mountain Reservoir shall be subject to the Districfs lease contracts with the United States Bureau of Reclamation. Releases from other facilities available to District shall be subject to the contracts, laws. rules, and regulations governing releases therefrom. Furthermore. the District hereby expressly reserves the right to store water and to make exchange releases froI!J structures that may be built or controlled by the District in the future. so long as the water service to the Applicant pursuant to this agreement. is not impaired by said action. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year (October 1), shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shaH be limited to the amount of water available in priority at the original point of diversion ofthe District'S applicable water right. and neither the District, nor those entitled to utilize the Districfs decrees, may call on any greater amount at new or alternate points of diversion. The District shaH request the Colorado Division of Water Resources to estimate any conveyance losses between the original poi~t and any alternate point, and such estimate shall be deducted from this amount in each case. Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is provided pursuant to Agreements with said Districts. The Intergovernmental Agreement between the District and the Silt Water Conservancy District, dated January 25,2001, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental Memorandum of Understanding between the District and the Bluestone Water Conservancy District, dated April 26, 2001, is recorded as Reception No. 584840, Garfield County Clerk and Recorder's Office. 5. Alternate Point of Diversion and Plan of Augmentation: Decrees for alternate points of diversion of the District's water rights or storage water may be required in order for Applicant to use the water service contemplated hereunder. Obtaining such decree is the exclusive responsibility of Applicant. The District reserves the right to review and approve any conditions which may b.e attached to judicial approval of said alternate point of diversion as contemplated or necessary to serve Applicanfs facilities or lands. Applicant acknowledges and agrees that it shall be solely responsible for the procedures and legal engineering costs necessary for any changes in water rights contemplated herein. and further agrees to indemnify the District from any costs or losses related thereto. Applicant is solely responsible for providing works and facilities necessary to obtain/divert the waters at said alternate point of diversion and deliver them to Applicants intended beneficial use. Irrespective of the amount of water actually transferred to the Applicant's point of diversion. the Applicant shall make annual payments to the District based upon the amount of water allo'tted under this Contract. In the event the Applicant intends to apply for an alternate point of diversion and to develop an augmentation plan and institute legal proceedings for the approvai of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates its own augmentation plan to utilize the water allotted hereunder, Applicant shall not be obligated to pay any amount under Paragraph 19 below. In any event. the District shall have the right to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pleadings and other papers filed with the water court in the adjudication thereof 2 6. Contract Payment: Non-refundable, one time administrative charge, in the amount detennined by the Board of Directors of the District from time to time, shall be submitted with the application for consideration by the District. Annual payment for the water service described herein shan be determined by the Board of Directors of the District. The initial annual payment shall be made in full, within thirty (30) days after the date of notice to the Applicant that the initial payment is due. Said notice will advise the Applicant. among other things, of the water delivery year to which the initial payment shall apply and the price which is applicable to that year. Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January 1. Ifan annual payment is-not made by the due date a flat $50 late fee wjIJ be assessed. Final written notice prior to cancellation will be sent certified mail, return receipt requested, to the Applicant at such address as may be designated by the Applicant in writing or set forth in this Contract or Application. Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the District from adjusting the annual rate in its sole discretion for future years only. Ifpayment is not made within fifteen (15) days after the date of said written notice, Applicant shall at District's sole option have no further right, title or interest under this Contract without further notice, and delivery may be immediately curtailed. The allotment of water, as'herein made, may be transferred, leased, or otherwise disposed of at the discretion of the Board of Directors of the District. Upon cancellation of this water allotment Contract with the District, the District shaH notifY the Division of Water Resources offices in Denver and Glenwood Springs. The Division of Water Resources may then order cessation of all water use. 7. .Additional Fees and Costs: Applicant agrees to defray any expenses incurred by the District in connection with the allotment of water rights hereunder, including. but not limited to, reimbursement oflegaJ and engineering costs incurred in connection with any water rights and adjudication necessary to allow Applicant'~ use of such allotted water rights. 8. Assignment: This Contract shall not inure to the benefit of the heirs, successors or assigns of Applicant, without the prior written consent of the District's Board of Directors. Any assignment of Applicant's rights under this Contract shaH be subject to, and must comply with, such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying to the District for individual and separate allotment Contracts. No assignment shall be r~gnized by the District except upon completion and filing of proper forms for assignment and change of ownership. In the event the water allotted pursuant to this Contract is to be used for the benefit of land which is now or will subsequently be subdivided or held in separate ownership, the Appiicant may only assign the Applicant's rights hereunder to: 1) No more than three separate owners all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners association. water district, water and sanitation district or other special district properly organized and existing under the laws of the State of Colorado, and then, only if such parties, association or special district establishes to the satisfaction of the District that it has the ability and authority to perform the AppHcant's obligations under this Contract. In no event shall the owner of a portion, but less than alI. of the 3 Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist pursuant to a well sharing agreement or through a homeowners association or special district as provided above. Upon the sale of the real property to which this Contract pertains, Applicant shall make buyer aware ofthis Contract and proper forms for assignment and change of ownership rnust be completed. 9. Other Rules: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law. 10. Operation and Maintenance Agreement; Applicant shall enter into an "Operation and Maintenance Agreement" with the District under terms and conditions detennined by the board of Directors of the District, if and when, the Board of said District determines in its sole discretion that such an agreement is required. Said agreement may contain, but shall not be limited to, provisions for additional annual monetary consideration for extension of District delivery services and for additional administration, operation. and maintenance costs~ or for'other costs to the District which may arise through services made available to the Applicant. 11. Change or Use: The District reserves the exclusive right to review, reapprove or disapprove any proposed change in use of the water allotted hereunder. Any use other than that set forth herein or an~ lease or sale of the water or water rights allotted hereunder without the prior written approval ofthe District shall be deemed to be a material breach of this Contract. 12. Use and Place afUse: Applicant agrees to use the water in the manner and on the property described in the documents subrnitted to the District at the time this Contract is executed. or in any operation and maintenance agreement provided by Applicant. Any use other than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in paragraph 8 above, shall be deemed to be a material breach of this agreement. 13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or legal fee title interest in or to any water or w;iter rights referred to herein. 14. Conservation: Applicant shall use commonly accepted conservation practices with respect to the water and water rights herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or controlled water or water rights. 15. Restrictions: Applicant shall restrict actual diversions to not exceed the contract amount. which provides water (on the formula of one acre foot per dwelling) for ordinary household purposes inside one single family dwelling, the watering of domestic livestock, fire protection, and the irrigation of lawn and garden as specified in the Application, Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources, 4 Watering of livestock shall be restricted to Applicanfs domestic animals not to be used for commercial purposes unless Applicant obtains approval from the Colorado Division of Water Resources for commercial use/livestock watering, provided that in no event shall actual diversions exceed the amount of water provided by this Contract. Violation of this paragraph 15 shall be deemed to be a material breach of this Contract. 16. Well Pennit: If AppHcant intends to divert through a well. then Applicant must provide to District a copy of Applicant's valid well pennit before District is obligated to deliver any water hereunder. 17. Measuring Device or Meter: Applicant agrees to'provide, at its own expense, a measuring device deemed acceptable by the District's Engineer after consultation, or a totalizing flow meter with remote readout to continuously and accurately meaSure at all times all water diverted pursuant to the tenus of Applicant's water right and the terms of this Contract. Applicant agrees to provide accurate readings from such device or meter to District upon District's request. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically aHows District, through its authorized agent, to enter upon Applicanfs property during ordinary business hours for the purposes of determining AppJicanfs actual use of water. 18. Representations: By executing.this Contract, Applicant agrees that it is not relying on any legal or engineering advice that Applicant may believe has been received from the District. Applicant further acknowledges that it has obtained all necessary legal and engineering advice from Applicant's own sources other than the District. Applicant further acknowledges that the District makes no guarantees, warranties, or assurances whatsoever about the quantity or quality of water available pursuant to this Contract. Should the District be unable to provide the water contracted for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District. 19. Costs of Water Court Filing and Augmentation Plan: Should the District, in its own discretion, choose to include Applicant's Contract herein in a water court filing for alternate point of diversion or plan. of augmentation, then Applicant hereby agrees to pay to the District. when assessed. an additional fee representing the District's actual and reasonable costs and fees for Applicant's share of the proceedings. Applicant shall be assessed a pro·rata share ofthe total cost incurred by the District in preparing. filing and pursuing to decree the water court case. The pro~rata share shalJ be calculated by dividing such total cost by the number of contractees included in the filing. To the extent t~at the District is caused additional costs because of objection filed specifical1y due to the inclusion of Applicant's Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a pro-rata basis by all contractees. 20. Binding Agreement: This agreement shall not be complete nor binding upon the District unless attached hereto is the form entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant and approved by the District's engineer. Said attachments shall by this reference thereto be incorporated into the terms of this agreement. All com;:spondence from the Djstrict to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement as further tenos and conditions of this agreement. 5 21. Warning: IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT TO OBTAIN A VALID WELL PERMIT OR OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THE WATER ACQUIRED UNDER THIS CONTRACT. IT IS THE CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE VALIDITY OF THE WELL PER.MIT OR WATER RIGHT INCLUDING FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR OTHERWISE LA WFULL Y APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE. 22. AREA B. CONTRACTS; IF APPLICANT'S WELL OR OTHER WATER RIGHT THA TIS THE SUBJECT OF THIS CONTRACT IS LOCATED OUTSIDE "AREA A" AS DESIGNATED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES: THE AUGMENTATION WATER PROVIDED BY THE DISTRICT UNDER THIS CONTRACT MAY ONLY PROTECT APPLICANT'S WATER RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY OTHER SENIOR RIGHT. NO REPRESENTATION OTHER WISE IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO APPLICANT, THIS CONTRACT MAYBE RESCINDED UPON WRITTEN NOTICE DELIVERED TO THE DISTRICT BY THE APPLICANT WITHIN THE NEXT 30 DAYS FOLLOWING THE AFFIXING OF SIGNATURES ON THIS CONTRACT IN WHICH EVENT ALL SUMS PAID BY APPLICANT FOR THIS CONTRACT SHALL BE IMMEDIA TEL Y REFUNDED TO APPLICANT. APPlica:t at! tf4 Applicant W ~ STATEOF QQiomC\ ~ ) ss. COUNTYOF C:::,ctAu:1.<\ ) The foregoing instrument was acknowledge:d before me on this II day of __ l'tlCl M ,20 (') <i ' by c: \'\n d; ph "'/---Y51Ct n e cq ( Witness my hand and official seal. My commission e~' es: . = -d-'3 -07 _ ~U_:.~-m o....d..d.C'f: A , otary Public STATEOF ____________ __ ) ss. COUNTYOF __________ __ The foregoing instrument was acknowledged before me on this __ day of _______ _ 20 ,by ___________________ _ Witness my hand and official seal. My commission expires: __________ _ Notary Public ORDER After a hearing by the Board of Directors of the West Divide Water Conservancy District on the Application, it is hereby ORDERED that said Application be granted and this Contract shall be and is accepted by the District. 6 WEST DIVIDE WATER CONSERVANCY DlSTRICT BY---'-~~· ~~~-'-'----- President Date This Contract includes and is subject to the terms and conditions of the following documents which must accompany this Contract: 1. Map showing location of point of diversion (use map provided) 2. Application and Data Fonn fully completed and signed 7 DRAINAGE REPORT ~ COLORADO , • ....., RIVER & ....., & ENGINEERING, INC. Mr. Bob Regulski Rifle Ski Corp. POB 9 Rifle, CO 81650 Mr. Bob Regulski, July 9,2004 RE: Big R Commercial Pa"k Drainage Plan Analysis P.O. Box 1301 Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Colorado River Engineering, Inc. has completed a Drainage Plan analysis for subdivision of the Big R Commercial Park, in Garfield County, on US Hwy 6&24, just east of Rifle, Colorado, see Figure lao The analysis has been completed in support of Preliminary Plan submittal for 10 commercial lots. The purpose of the analysis is to calculate pre-development and post-development runoff, provide mitigation to prevent increased runoff to downstream properties, and present hydraulic calculations for drainage infrastructure internal to the project. This report has two main components. The first addresses the differences in historic and developed runoff. The increased developed runoff is addressed with four detention ponds on Lots 2-8. The second component of the report addresses existing drainage within the subdivision, particularly drainage flow through the existing culverts bordering and under Hwy 6&24. All of the existing culverts are adequately sized for the contributing flows once cleaned of silt and debris. This report should be read with Preliminary Plan, Drainage Plan Sheet 5 and Drainage Details Sheet 6. HISTORIC USE The subject property was originally irrigated farmland with the same management practices currently used on the adjacent farmlands to the west, north, and east. These fields and this parcel gently slope to the southwest and are considered straight-row fields where the rows do not follow the contours. OFF-SITE CONTRIBUTING AREA As shown in Figure I, the off-site contributing area to the subject property is the adjacent eastern property. The northern natural contributions to the property have been altered due to County Road 221 directing drainage to the west, which is assisted by the drainage diversions into the channel coming from the north and turning to the west at County Road 221. Drainage contributions from the east are limited by the natural gully shown in Figure I. EXISTING CONDITIONS The subject property is currently leased as commercial space on the south and east half of tbe property and agricultural land in the northwest area. This preliminary plat is atypical in the fact that roughly half the property is currently used for its post subdivision buildout. Due to the existing development, some I components of the drainage plan are already in place. As shown on the Preliminary Plat. there are numerous culverts under existing access roads and under Hwy 6&24. Sheets 5 & 6 of the engineering design drawings show existing culverts and the final drainage plan design and details. HYDROLOGY ANALYSIS The hydrology analysis quantifies change in runoff. Commercial development increases the amount of impervious area and rainfall response time and can result in increased runoff conditions to downstream property owners. The increased runoff typically must be retained or detained to mitigate impacts. Flood flow hydrographs have been calculated to determine the increase from the proposed development. Hydrographs were calculated using the Graphical and Tabular method developed by the Soil Conservation Service in "Technical Release-55, Urban Hydrology for Small Watersheds". Hydrologic calculations include data input for storm type and rainfall amount, drainage area, runoff curve numbers determined from soil types and vegetation cover and water flow path time of concentration. Supporting engineering calculations for the data input and runoff hydrographs have been included in the attached appendices. A design storm of 100-year frequency has been used based on design criteria established by Garfield County. The rainfall amount of 2A-inches for a 24-hour period was determined from the NOAA Atlas II, Volume III. This analysis incorporates a working drainage system while addressing increased flows from development. The hydrology analysis is roughly divided into two areas -to be developed (the north half) and currently developed (the south half). The north side will contain numerous detention ponds. The south side was analyzed given the existing culverts and flows in a I OO-year event. mSTORIC VS. DEVELOPED RUNOFF The analysis calculates peak flow rates from the historic conditions and develops mitigation through the use of detention ponds. This analysis shows that the proposed development will detain flows and decrease the peak flows to neighboring properties. The historic runoff areas are displayed in Figure I. The entire contributing drainage area is divided into four areas, HI, H2, H3, and H4. The Curve Number (CN) for the historic use is 81. The historic analysis assumes agricultural land use prior to the development of the existing buildings. The table below is supported by Figure I and the hydraulic calculations in Appendix A. Historic Area Area (acres) Tc Peak cfs Total Discharge (cu. ft.) HI 16.3 .5350 lOA 50,631 H2 10.6 .5383 6.7 33,543 H3 4.8 04769 3.3 15,189 H4 20.0 .5271 12.9 63,289 Total 51.7 acres 162,652 cu. ft. 2 Water Volume The difference in historic runoff volume and developed runoff volume can be determined given the rainfall, the area, and the CN. The CN developed value is from TR-55 Table 2-2. The CN for Industrial Districts (72% impervious) with a B soil group is 88. The following table is supported by calculations in Appendix B. Area Acres Runoff, Q (inches) Volume of Runoff (cu.ft.) / Devel. Subject Property 32.3 1.2963 151,989 Off-site 1904 .8718 61.393 Total once developed 213,382 HI+H2+H3+H4 51.7 .8718 (163,652) Developed -Historic 50,730 cu. ft. The increase from historic to developed discharge volume, in a I OO-year storm, is 50,730 cu. ft. Detention Ponds Mitigation of increased runoff is often preformed by developing detention ponds. A detention pond functions as a damper to capture the peak inflows and then draining this detained volume by a lower flow outlet structure. All of the additional runoff volume, historic versus developed, of 50,730 cu. ft. can be detained in four ponds on Lots 2 thru 8. The ponds will have a total volume of 64,064 cu. ft. and can detain the additional runoff. The ponds will all be ofthe same basic design utilizing drainage swales or ditches to direct runoff to the detention areas. A riprap spillway has been designed for each pond in case of overtopping. The ponds drain through a series of 3" pipes which connect from one pond to the next. The last pond on Lot 2 drains through a 6" pipe into the drainage easement along the western edge of Lot I. The calculations for detention pond drainage and capacity are in Appendix C. Off the northwest corner of Lot I is an existing historic drainage ditch and culvert, shown in Figure 3. The historic peak flow in this ditch, due to a contributing area of3.77 acres, was determined to be 3.S-cfs. The developed flow to the ditch will be from two sources -the developed area drainage and the 100-year outflow from the detention pond on Lot 2. The developed contributing area of O.2-acres will create a peak flow of Oo4-cfs. The ponds' design will create an overflow of 2.6-cfs in the 100-yr storm. The combined developed flow to the offsite culvert is 3.0-cfs, O.S-cfs less than the historic flow. Supporting figures and calculations are in Appendix D. The detention ponds have the added benefit of acting as a sediment trap thereby decreasing the amount of silt, sand, and debris that would have historically flowed off the area of Lots 2-8. The water retained in these ponds during smaller events will promote plant growth and continue to improve the water quality within the ponds and to downstream watercourses. 3 Peak Water Flows The table below demonstrates the flow rates at the points of concentration in historic versus mitigated developed flows and this information is also displayed in Figure 2. Point of Concentration Historic Peak Flow (cfs) Developed Peak 100-yr Flow (cCs) West side to off-site culvert 10.4 3.0 . SW comer to 18" culvert 6.7 8.0 South side-west to 24" culvert 3.3 6.1 South side-east to 24" culvert 12.9 16.2 Total 33.3 33.3 The table above can be broken into two basic flow directions -west, onto the neighboring propertY, and south, under Hwy 6&24. By adding the first two rows, the points of concentration flowing onto the neighboring propertY to the west decreases the peak flow from 17.l-cfs to I J.O-cfs. This flow continues southwest joining together along the north side ofthe highway embankment until almost the intersection of the road to Powerline Business Park. Approximately 40' upstream of the intersection is a culvert under the highway which reconnects the drainage off the subject propertY, The stormwater on the north side of the highway flows into the wide drain path between the highway and the railroad. This final point of concentration is displayed in Figure I a. This flow is then expressed under the railroad bed via another culvert. As shown in the table above, the full impact of this development does not increase the peak flow at the final point of concentration, in the wide drainage path between the highway and the railroad. Hydraulic Structures Culverts There are five culverts on the southern edge of the propertY boundary, two go under Hwy 6&24 and three run parallel to Hwy 6&24 under the highway access entrances. Their capacity was analyzed for the JOO-year storm event, 2A-inches in a 24-hour rainfall. It was determined that the existing culverts will pass the appropriate contributing flows. This analysis is based on non-silted culverts. As indicated on the provided survey, those culverts that are partially or fully silted need to be cleaned for proper performance. In addition, the ditch flowline between the outlet of the access culvert in the southeast comer of Lot 1 and the culvert inlet, approximately 80-feet downstream, needs to be cleaned/excavated to allow free, non-ponding flow. There are four culverts that are designed to handle internal drainage. Three of these culverts are to drain into Lots 2, 3, and 6, transferring water under the road to the detention ponds. The fourth culvert is actually a pair of 18" steel pipes that mainly handle the off-site contribution running along the eastern edge of this parcel. That flow dissects the eastern portion of Lot I and drains into the eastern culvert crossing under Hwy 6&24. Supporting calculations are in Appendix D, Culvert Capacity Calculations. The drainage areas are shown in Figure 2. SwaleslDitches Drainage to the detention ponds will be mainly accomplished through drainage swales along the internal road and along the south sides of Lots 2-9. These swales will be constructed in drainage and utility easements or the road easement. The swale depths are shown on the accompanying sheets and have one side slope of 3horizontal: I vertical and one side slope of 2horizontal: I vertical. 4 The other drainage channel picks up runoff from the eastern off-site contribution. This trench begins where the historical trench ends or has been altered. The trench begins at the north east corner of Lot 10, heading straight south to the highway drainage ditch. This is a trapezoidal ditch with a bottom width of 2-feet and side slopes of 2horizontal: I vertical. Trench calculations are in Appendix D. SUMMARY With the addition of four internal culverts, cleaning existing culverts and flowpaths, building four detention ponds on Lots 2 -8, and constructing internal drainage channels, the subdivision of the subject property will not cause an overall increase in flow to adjacent property owners during a I DO-year storm event. If you have any questions, please do not hesitate to call 970-625-4933. CM;bb Drainage.doc 5 ~ .~-- Brian Brown, Staff Engineer ,\j' \ NO. Map la BigR v I DRAINAGE""./ ! .. -.. ··t ~ i I I .. -~ . AREAH 16.3AC / -1 PROPERTY ______ ~--------------~J --<---*= BOUNDARY .. '~ PROPERTY BOUNDARY DRAINAGE GULLY AREA H4 <' 20.0AC / / ~ I;-.:;"-:"-,,,,,;,~ <' /11 ~ PT. OF CONCENTRATION 100 YR. FLOW. 1 0.4 CFS ."'E. .4REAH2 10.6AC / / ,t~~~JI~ \ .. / '/ 4.8 ..................... ~ .. <.<. .. PT. OF CONCEN~ATION .,'.. . 1 00 YR. FLOW. 1 2.9 CFS ~. ~,.,,~::~,:;::(1· r / <' PT.IOFCONCENTRATION h.·· " I PT. OF CONCENTRATION 100 YR FLOW. 6.7 CFS \-./' IV 18" CULVERT (EX)2 ~l\ 100 YR. FLOW. 3.3 CFS I./'./' 18" CULVERT (EX) /~ J. 1::: Z 24" CULVERT (EX) /'./' . ./'\.. WIDE DRAINAGE PATH BETWEEN HWY & RAILROAD lDRAINAGE PATH ON NORTH SIDE OFHWY / / PO Box 1301 .. '-. COLORADO Rifle, CO 81650 ~RIVER TeI970-625-4933 ......... ~. ENGINEERING Historic Drainage Fax 970-625-4564 -~. / f I Clvif Engineering 'Water Rights, Augmentation Plans I Groundwater, Well Permitting File Name: Drainage.dwg lob No: 600 Client: BigR IHydrology, Flood Plain Analysis ICanals, Pipelines, Dams Drawn by: BB Aprvd by: eM Date: May 12,2004 "GUliNO! DRAINAGE~ / / j I ---'-' .. -----..... - n LOTS 2-9+ : AREA 21 .6 ACRESJ--------Ji J FLOW TO OFFSITE 10.4 CFS HIST. 3.0CFSDEV . .. -E-. l.>< 1 2 rr CULVERT ---~---71 '/ / '/ DRAINAGE GULLY , . POINT A II AREA 03 : ':'%... I /' / PO Box 1301 """'" COLORADO Rifle, CO 81650 "'-'-~ RIVER Tel 970-625-4933 ~-ENGINEERING Culvert Contributing Areas Fax 970-625-4564 -. BigR Civil Engineering IWater Rights, Augmentation Plans I Groundwater, Well Permitting 'Hydrology. Flood Plain Analysis ICanals, Pipelines, Dams ~F;ile:::N.::run~"-=.=;D::m~;":!,g;'.:::dw:!g~+.J~ob"N~o"" ~6~00:--:c=-1CJient: Drawn by: BB Aprvd by: eM Date: July I, 2004 / I I ) Appendix A Historic Conditions Hydrology Calculations I 6 ; '-COLORADO ....., II t: .: RIVER ENGINEERING P.O. Box 1301, 136 E. 3rd Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Date 3!1&'!of/ J ob No~. k(f2C':l<OC.l()L-__ _ Job Name....l-I _____ _ Description !1t,dm'k Dra.In&'J.p Page __ of __ ; ; i ~ i : ; ( \ i ) e~;ft?l:ff ; cfmj/41~rc4. n i '.·.·.'.'.k·.'.· D.' a. Y: : h ! : ' r-- , I _ l. "==f""'="""''''·L'",."",'"~,,,*i. """.:", .. =":."-":.".,,,,,1.=._,,1 ",~-i.'"",._~!, "",!,'=",i=!""""",~~=_;,.""",="",,,!,,,,,e,,,,,,, __ 1. ., ,r .' • , l' ---- -_1._ _L --i -..,.==*>---•• ----... ------:-~~~~..,.. :'::;--- ~rL\i~~~(~IJ ~;4)~(/lj&ct1~~.t I i{Jot' ),,' RIFLE AREA, COLORADO harvesting. The low available water capacity affects sur- vival of seedlings. Mule deer, snowshoe hare, and some blue grouse find habitat on this soii. Community development is severely limited by silailow depth to bedrock and very steep slopes. This soil is in capability subclass Vile, nonirrigated. 38-lrigui-Starman channery loams, 5 to 50 per- cent slopes. This complex is on ridge crests and moun- tainsides. Elevation ranges from 7,800 to 9,000 feet. The soils formed in residuum from sandstone and marlstone. The avemge annual precipitation is about 20 inches, the average annual air temperature is about 40 degrees F, and the average frost-free period is less than 75 days. The Irigul soil makes up about 55 percent of the unit, and the Starman soil makes up about 30 percent. The Irigul soil is on mountainsides and the less windswept parts of the landscape, and the Starman soil is on ridge crests. The Irigul soil is shallow and well drained. Typically, the surface layer is grayish brown channery loam about 6 inches thick .. The underlying material is yellowish brown extremely channery sandy clay loam about 11 inches thick. Hard, fractured sandstone is at a depth of 17 inches. Permeability of.the Irigul soil is moderate, and availa- ble water capacity is very low. Effective rooting depth is 10 to 20 inches. Surface runoff is medium, and the erosion hazard is slight. The Starman soil is shallow and well drained. Typical- ly, the surface layer is brown, calcareous channery loam about 3 inches thick. The underlying material is very pale brown, strongly calcareous extremely cnannery loam. Bedrock is at a depth of 13 inches. Permeability of the Starman soil is moderate, and available water capacity is very low. Effective rooting depth is about 10 to 20 inches. Surface runoff is medium, and the erosion hazard is slight. Included with these soils in mapping are small areas of Parachute soils in small depressions. These areas make up about 5 to 15 percent of the map unit. ,. These soils are used mainly for limited grazing and wildlife habitat. The native vegetation on the Irigul soil is mainly wheatgrass, bluegrass, mountain mahogany, and service- berry. The native vegetation on the Starman soil is mainly wheatgrass, penstemon, goldenweed, and buck- wheat. When range condition deteriorates, lorbs and low growing shrubs increase. Properly managing grazing maintains and improves range condition. Mule deer, wild horses, snowshoe hare, and blue grouse find habitat on these soils. Community development is limited by steep slopes lnd shallow depth to rock. 25 This complex is in capabWty subclass Vile, nonirrjgat- ed. 39-Jerry loanl, 12 to 50 percent slopes. This deep, well drained, strongly sloping to steep soil is on moun- tainsides. Elevation ranges from 7,000 to 9,500 feet. This soil formed in alluvium derived from sandstone, shale, and basalt. The average annual precipitation is about 20 inches, the average annual air temperature is about 41 degrees F, and the average frost-free period is less than 75 days. Typically, the surface layer is dark grayish brown loam about 3 inches thick. The subsoil is yellowish brown and light brown cobbly clay loam about 37 inches thick. The substratum is light brown cobbly clay to a depth of 60 inches. Included with this soil in mapping are small areas of Tanna and Dollard soils at lower elevations. These areas make up 5 to 10 percent of the map unit. Permeability is slow, and available water capacity is high. Effective rooting depth is 60 inches or more. Sur- face runoff is slow, and the erosion hazard is moderate. This soil is used mainly for limited grazing and wild!ife habitat. The native vegetation on this soil is mainly Gambei oak, bromes, and elk sedge. When range is in poor condition, Kentucky bluegrass, undesirable weeds, and annual plants are numerous. Properly managing grazing maintains and improves range condition. Mule deer, elk, blue grouse, gray squirrel, and wild turkey find habitat on these soils. Community development is limited by high shrink-swell potential, steep slopes, and low strength: Building sites and roads need good drainage. This soil slumps when saturated or if cut deep. This soil is in capability subclass Vile, nonirrigated. 40-Kim loam, 3 to 6 percent slopes. This deep, well drained, gently to sloping soil is on alluvial fans and benches. Elevation ranges from 5,000 to 6,000 feet. This soil formed in alluvium derived from shale and sand- stone. The average annual preciphation is about 12 inches, the average annual air temperature is about 46 degrees F, and the average frost-free period is about 125 days. Typically, the surface layer is yellowish brown or light yellowish brown loam about 17 inches thick. The under- lying material is light brownish gray loam to a depth of 60 inches. In places the underlying materia! is stratified with fine sandy loam. Included with this soil in mapping are small areas of Arvada and Olney soils that have slopes of 3 to 6 per- cent. These areas make up 5 to 15 percent of the map unit. Permeability is moderate) and available 'Ivater capacity is high, Effective rooting depth is 60 inches or more. 26 , Surface runoff is SlOW, and the erosion hazard 1s moder· ate. This soil is used mainly lor crops, hay, and pasiUre. i Alfalfa, smail grains, and grass or grass-legume mixtures are grown. This soil is irrigated by flooding or furrows. Sprinklers ,are also suitable. Drop structures in ditches control water and prevent excessive ditch erosion. The native vegetation on this soil is mainly wheat- grasses, needleandthread, and sagebrush. I When range condition deteriorates, forbs and shrubs ;ncrease. When the range "is in poor condition, undesira- ble weeds and annual plants are numerous. Properly .inanaging grazing maintains and improves range condi- tion. Reducing brush improves the range. Seeding im- ~roves range in poor oondition. Crested wheatgrass, ,vestern wheatgrass, and Russian wildrye are sUitable for seeding. Preparing a seedbed and drilling the seed are .load practices. . Cottontail rabbit, ground squirrel, and pheasant find nabitat on this soil. \ Use of 1hls soil for community development and as a ~ource of constr.uction material is limited by low strength. 'This soi! is in capability subclasses lIIe, irrigated, and "fe. non irrigated. I'll-Kim loam, 6 to 12 percent slopes. This deep, "'ell drained, moderately sioping to rolling soil is on ailu- .. hI fans and benches. Elevation ranges from 5,000 to h pOO feet. This soil formed in aliuvium derived from shale and sandstone. The average annual precipitation is )out 12 inches, the ·-average annual air temperature is '"'lout 48 degrees F, and the average frost-free period is aJout 125 days. Typically, the surface layer is yellcwish brown or light vellowish brown loam about 17 inches thick. The under- 'J )19 material is light brownish gray loam to a depth of P'"' inches. In places the underiying material is s.tratified wllh fine sandy ioam. ncluded with this soil in mapping me small areas of Arvada and Potts soils that have siopas aT 6 to 12 j:.; ..... cent. These areas make up 5 to 15 percent of the , J unit. Permeability is moderate, and available watGr capacity E ligh. Effective rooting depth is 60 inches or more. 3-"rTaC9 runoff is slow, and the erosion hazard is moder- ih::;:. -·'lis soil is used mainly for crops, hay, and pasture. \Ifa!fa, small gra.ins, and grass or grass-legume mixtures u _ grown. "T.,is soH !s irrigated by flooding and furrows. Sprinklers IS a!t)o suitable. Drop stiucturss in irrigation ditches c ~O) water a.nd pi9vent excessive ditch erosion. t~e-9p- 10 the soH i.n hay or pasture at least three-fourths of the ~.~ helps to control erosion. -'. e native vegetation on this so~) is mainly INheat- '3:S8, need1eandthread, and s8.gebrush. SOIL SURVEY When range condition deteriorates, forns and shrubs increase. Vv'hen the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western wheatgrass, and Russian wildr;e are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Cottontail rabbit, ground squirrel, and pheasant find habitat on this soi!. Use of this soil for community development and as a source of construction mat£?rial is limited by low strength and steep slopes. This soil is in capability 3ubdasses IVa, irrigated, anti Vie, nonirrigated. 42-Lamph!er ioarn, 15 to 50 percent slopes. This deep, well drained, sleep soil is on fans and mountain- sides. Elevation ranges irom 7,500 to 10,000 feet. This soil formed in residuum from sandstone and shale. The average annual precipitation is about 21 inches, the average annual air temperature is about 40 degrees F, and the frost-fiee period is less than 75 days. Typically, ihe surface layer is dark brown loam about 30 inches thick. The 'underlying material is reddish brown and dark reddish brown loam io a depth of 60 inches. lncluded with this soil in mapping are small areas of Almy solis and Rock outcrop. The Almy soils are at jower elevations. These areas make up 5 to 10 percent of the m~p unit, _ Permeability is moderate, and available water capacity is high. Effective rooting depth is SO inches or more. Surface runoff is slow, and the erosion hazard is siight. This soil is used mainly {OJ graLing, wildlife habitat, and recreation. The natiye vegetation is aspen and an understory of biomes, elk sedge, wilarye, wheatgrass, peavine. coium- bins, snowbeny, serviceberry, and chokecherry. \lIfhen the understory vegetation deteriorates, forbs, shrubs, and Kentuc.ky bluegrass increase. Properly man- aging grazing maintains and improves the understory vegetation. This soil is suited to production of quaking aspen. it can produce 4,050 cubic feet of wood per acre or 5;800 board feet of timber from a fully .stocked, twen-aged stand of 80-year-oid trees. At the present there is no commercial harvest of the aspen. Stssp slopes affect harvesting, and speda! attention \s needed to reduce soil loss during harvest. ~,,1ule aser, slk, blue grouse, and .snowshoe rabbit find habitat on this soil. Septic tank filter fields; oommuntty development, and roads are limited by steep slopes. Surface runoff from snowmsit incrsases th9 erosion h3zard on cuts and THis. Seeding reduces the 3i'DSlon hSZ2id. Roads can be de- A"U~~ IJ.--~VIL ANV ~'TFo FF~TU"~S-~o·· in d So~l name and map symbol rl<.ovdlrJg---" Tlhgh water table Bedrock llisk of ·cor.ro~ Hydro-j .j Potential : 1 logic Frequency Duration Il10nths Depth Months Depth Hardness frost [Uncoated lConcrete group I action [ steel I 45~: Morval----~~----- Tridell---------- 46, 47------------ Nihill 118---------------- Northwater 119, 50, 51-______ _ Olney B B B B B , , 52----------------: B Parachute 53*: Parachute--------B Rhone------------B , 54, 55, 56--------1 B Potts : , , 57*, 58*, 59*: i Potts------------: B , , Ildefonso----:----[. B , , 60, 61------------: B Hhone : : 62*: 1 llocl( outcrop. Ton"ior'thents. , , : , , , , :None--------i lNone--------; , , , , lNotle--------i , , , , , , , , , , , , JNon~--------: , , , , INof1e------__ : !None--------l , , : , : , , , , : See footnote at end of table. >6.0 >6.0 >6.0 ;0-60 Hard >6.0 >60 20-/10 Rippable >6.0 20-/10 Rippable >6.0 ;0-60 Rippable >6.0 >60 >6.0 >60 >6.0 >60 >6.0 ;0-60 Rippable , , Moderate---tModerate , , : : , , ILow. I Moderate---iModerate Low. , , Low--------iHigh-----Moderate. : Low-----___ High-----Moderate. Low--------High-----Low. Moderate---Moderate Low. , , I "1J I~ > JJ ~ o o 5 JJ » o o " ..., tmp#205 Sheet Flow Descri pti on .................... . Manning's n ..................... 0.1700 Flow Length ..................... 150.0000 ft Two Yr, 24 hr Rainfall.. ........ 2.4000 in Land Slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs Shallow concentrated Flow Description ..................... Area HI su rface ......................... unpaved Flow Length ..................... 1000.0000 ft Watercourse slope. ..... ......... 0.0130 ft/ft Ve loci ty ........................ 1. 8396 fps computed shallow flow time ..................... > 0.1510 hrs Channel Flow Description ..................... area HI Flow Area ....................... 3.5000 ft2 Wetted Perimeter................ 5.0000 ft Flow Length ..................... 500.0000 ft channel slope ................... 0.0100 ft/ft Manning's n ..................... 0.0350 Hydraul i c radi us ................ 0.7000 ft velocity................. ....... 3.3472 fps computed channel flow time ..................... > 0.0415 hrs *************************** Total Time of Concentration ......................... > 0.5350 hrs **************************** Page 1 tmp#206 Graphical Peak Discharge method Given Input Data: Descri pti on .................. ; .. Rainfall distribution .......... . Frequency ...................... . Rai nfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ...... . pond and Swamp Areas ........... . computed Results: Ini ti a 1 abstracti on, Ia ........ . Ia/p ........................... . unit peak discharge, qu ........ . Runoff, Q ••••••••.••.••••••••••• pond and swamp adjustment, Fp .. . peak discharge, qp ............. . Area HI Type II 1 year 2.4000 in 16.3000 ac 81 0.5350 hrs 0.0000 % of Area 0.4691 in 0.1955 468.634? csm/i n I. '7/ fl .. e} 0.8718 lnXl(pOf --=-50107-r 1.0000 v 10.4053 cfs page 1 tmp#207 sheet Flow Description ..................... Area H2 Manning's n . ...... .......... .... 0.1700 Flow Length ... .......... .... .... 150.0000 ft TWO Yr, 24 hr Rainfall... ....... 2.4000 in Land slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs shallow concentrated Flow Descri pti on .................... . surface ......................... unpaved Flow Length ..................... 1200.0000 ft watercourse slope ........... .... 0.0130 ft/ft velocity........... ......... ... . 1.8396 fps computed shallow flow time ..................... > 0 .. 1812 hrs channel Flow Descri pti on .................... . Flow Area ....................... 5.0000 ft2 wetted perimeter ............ .... 3.0000 ft Flow Length ......... ............ 330.0000 ft channe 1 slope ................... 0.0110 ft/ft Manni ng' s n ..................... 0.0350 Hydraul i c radi us ................ 1. 6667 ft velocity........................ 6.2596 fps computed channel flow time ..................... > 0.0146 hrs *************************** Total Time of Concentration ......................... > 0.5383 hrs **************************** Page 1 tmp#208 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN .••.•••.• Time of concentration, Tc ...... . pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/p ........................... . Unit peak dischargei qu ........ . Runoff, Q .•••.•.•.•.•••.•••...•. pond and swamp adjustment, Fp .. . Peak di scharge, qp ............. . Area H2 Type II 1 year 2.4000 in 10.6000 ac 81 0.5383 hrs 0.0000 % of Area 0.4691 in 0.1955 467.0793 csm/in ,~ 0.8718 in 1//0 1-":;0 73~/f3 Ii/-1.0000 ~ 'WOe ~ 6.7441 cfs Page 1 tmp#209 Sheet Flow ---~;~~~i~tion ..................... Area;d'0"S> Manning's n ...........•......... 0.1700 Flow Length ..... .... ............ 150.0000 ft Two Yr, 24 hr Rainfall...... .... 2.4000 in Land slope .......... ............ 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs shallow concentrated Flow oescri pti on .................... . Surface ......................... unpaved Flow Length ..................... 890.0000 ft Watercourse slope .......... , .... 0.0130 ft/ft velocity........................ 1.8396 fps computed shallow flow time ..................... > 0.1344 hrs *************************** Total Time of concentration ......................... > 0.4769 hrs **************************** rage 1 tmp#210 Graphical peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rai nfa 11, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ••••••••. Time of concentration, TC ...... . Pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/P ........................... . Unit peak discharge, qu ........ . Runoff, Q •••••••••.••••••••••.•• Pond and swamp adjustment, Fp .. . Peak discharge, qp ............. . Area H3 Type II 1 year 2.4000 in 4.8000 ac 81 0.4769 hrs 0.0000 % of Area 0.4691 in 0.1955 498.2568 csm/in 7 0.8718 in Xu ('l -I S{(l(l fJ"> 1. 0000 -I. Val -0 ! 1"1- 3.2578 cfs Page 1 ( 0 .... /\,.17/04 Worksheet Worksheet for Trapezoidal Channel Project Description Project File Worksheet Flow Element Method Solve For Input Data untitled .1m2 oftsite channel area H4 Trapezoidal Channel Manning's Formula Discharge Mannings Coefficient Channel Slope 0.030 0.011000 Wft Depth left Side Slope Right Side Slope Bottom Width Results Discharge Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritica/. 1.00 It 4.000000 H : V 4.000000 H : V 1.00 ft 17.24 cfs 5.00 ft' 9.25 It 9.00 ft 0.91 It 0.016992 ftlft 3.45 ftls 0.18 It 1.18 ft 0.82 o '1:13 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster vS.15 P,qnA 1 ('If 1 tmp#211 sheet Flow ---~;~~;iption ..................... Area JQ-" t-\ 4 Manning's n ..................... 0.1700 Flow length ..................... 150.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in land slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.3425 hrs Shallow concentrated Flow Descri pti on .................... . surface ......................... unpaved Flow length ..................... 1050.0000 ft Watercourse slope. ......... ..... 0.0130 ft/ft velocity........................ 1.8396 fps computed shallow flow time ..................... > 0.1585 hrs Channel Flow Descr; pti on .................... . Flow Area ....... ........... ..... 5.0000 ft2 Wetted perimeter................ 9.0000 ft Flow length..... ......... ...... . 330.0000 ft channel slope................... 0.0110 ft/ft Manni ng' s n ..................... 0.0300 Hydraulic radius ................ 0.5556 ft velocity........................ 3.5108 fps computed channel flow time ..................... > 0.0261 hrs *************************** Total Time of Concentration ......................... > 0.5271 hrs **************************** page 1 tmp#212 Graphical Peak Discharge method Given Input Data: Description .................... . Ra i nfa 11 di st ri buti on .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN •••..•••• Time of concentration, TC ...... . pond and swamp Areas ........... . computed Results: Ini ti a 1 abstracti on, Ia ........ . Ia/p ........................... . uni t Ileak di scharge, qu ........ . Runoff, Q •••••••••••..•.•••••••. pond and swamp adjustment, Fp .. , peak discharge, qp ............. . Area H4 Type II 1 year 2.4000 in 20.0000 ac 81 0.5271 hrs 0.0000 % of Area 0.4691 in 0.1955 a 472.4104 csm/i n / .3" B r 0.8718 in .>( ;llloc,.'" \1) <J-.. 1. 0000 . 12.8700 cfs page 1 AppendixB Developed Conditions Hydraulic Calculations 5 tmp#144.txt Graphical Peak Discharge method .; " Given Input Data: Description .",."""""""" Subject Devel. Rainfall distribution """.:." Type II Frequency.""""""" ...... " 1 year Rainfall, P (24-hours) """ .... 2.4000 in Drainage area """"."""" .. 32.2000 ac Runoff curve number, CN """". 88 Time of concentration, Tc " .. ". 1.OO00llis Jl s'''_gcfJ Pond and Swamp Areas ............ 0.0000 % of Area Computed Results: Initial abstraction, la ......... 0.2727 in ~~ P~~k·di~'~h~·;9·~,"qUO .. 11.3,6 352.9959 c.smlin ::0 151. C(8tf &3 Runoff, Q " ..... " .. """ ...... 1.2963 in X 3::<.3 ",-e Pond and swamp adjustment, Fp". 1.0000 , I Peak discharge, qp .............. ..2J.,Q2r5-cfS" d,s fIi £ af'o Page 1 tmp#142.txt Graphical Peak Discharge method Given Input Data: Description ..................... Off-site Rainfall distribution ........... Type II Frequency....................... 1 year Rainfall, P (24-hours) .......... 2.4000 in Drainage area ................... 19.0000 ac Runoff curve number, eN ......... 81 Time of concentration, Tc ....... 10000 hrs ,}/t;i'!,-q<>"J Pond and Swamp Areas ........... 0.0000 % of Area Computed Results: Initial abstraction, la ......... 0.4691 in la/P ............................ 0.1955 Unit peak discharge, qu ......... 326.1~25csm/in_ 10. a3-f't3 Runoff, Q ....................... 0.8718 In X 11.'-f -. Ij }; I Pond and swamp adjustment, Fp... 1.0000 Peak discharge, qp ............. J34423 cfs-J/sr"'~"I"·d Page 1 AppendixC B.etention Pond Calculations 6 ::: ~COLORADO ~a:RIVER ~ ENGINEERING P.O. Box 1301. 136 E. 3rd Rifle. CO 81650 Tel 970-625-4933 Fax 970-625-4564 !....,---,---"-~--c__--.---- ! ... _ -1-___ _ . ~.----i__ - •. >i?< L. , ... ,. __ .L_ Date _1i,-'1=>a,,'tJ-,---cJ __ Job No,--,. lb."".CJO~· ""-__ _ Job Name-.c--:----;:;:--.- Description kg-ten. Pemd.s Page __ of __ • j" i .. 1. P.O. Box 1301, 136 E. 3rd Rifle, CO 81650 ~ __ 'c •.. : _____ :_ i Tel 970-625-4933 Fax 970-625-4564 , __ 1_ , L. L.--L 1 , j , " I ; 1 __ L •. _ .---_ Date--,-77-;! S~/ OL'iL- Job No.~I.a,-",fJ-",O,--__ Job N a m e----o----,----,---,-- o escri ption,_Rw.d:kloL-L8JL;W,-""---,U,,,-,OU(L' ___ _ Page __ of __ i..... ... ,_" , hW ~jt ~i ! t, ! '; t1. it .717+;'1 $"-ti!C!,,) . r'''! !#~.P5 I Jeer (I c'-. 1"--1 ,,55')10 '> ~(& tt til . • ! ri.-' i . ;;;~i)' lZp,3!B r ~; : ____ ~ L __ no __ i _____ : __ ____=:: .. l 1 550$ j -L. ' -, . 'l·j--~·:----- -t~tc,( Clvoc/XtJpaF('!J': a Y'2?& ~ ft's -1-,-_'_' !. sheet Flow tmp#228 J :I. _ q J,.-Ilt etA L Of.;$ "', ' Oescri pti on .................... . Manning's n ..................... 0.2000 Flow Length ..................... 100.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope ...................... 0.0100 ft/ft computed sheet flow ti me ....................... > 18.7918 mi n shallow concentrated Flow oescri pti on .................... . Surface ......................... unpaved Flow Length ................. .... 58.9229 ft Watercourse slope. .............. 0.0100 ft/ft velocity........................ 1.6135 fps computed shallow flow time ..................... > 0.6087 min channel Flow oescri pti on .................... . Flow Area ....................... 2.5000 ft2 Wetted Perimeter................ 5.0000 ft Flow Length ..................... 1662.3909 ft channe 1 slope ................... 0.0100 ft/ft Manning's n ..................... 0.0350 Hydraulic radius ................ 0.5000 ft velocity........................ 2.6746 fps Computed channel flow time ..................... > 10.3590 min *************************** Total Time of Concentration .......................... > 29.7595 min **************************** page 1 tmp#235 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall. P (24-hours) ......... . Drainage area .................. . Runoff curve number. CN ••••••••• Time of concentration. Tc ...... . Pond and swamp Areas ........... . computed Results: Initial abstraction. Ia ........ . IalP ........................... . Unit peak discharge. qu ........ . Runoff. Q .••••...•....•........• Pond and swamp adjustment. Fp .. . Peak discharge. qp ............. . Lots 2-9+ Type II 1 year 2.4000 in 21. 6000 ac 88 0.4959 hrs 0.0000 % of Area 0.2727 in 0.1136 525.1682 csmlin ~3 1.2963 in 7< :l./. (g ac ::= {Of/forO-r-L 1.0000 22.9763 cfs page 1 tmp#233 TR-55 Tabular Hydrograph Input Summary Descri pti on .................... . Lot2-9+ Rainfall Distribution .......... . Iaip Interpolation ............. . Total Area ..................... . peak Time ...................... . Peak Flow ...................... . Given Input Data: subarea DiS subareas Description area Support Data: Area Cac) 21. 6000 Method Type II off 21. 6000 ac 12.4000 hrs 23.1439 cfs CN 88 TC Chrs) 0.4959 Tt Rainfall Chrs) Ci n) 0.0000 2.4000 Messages: Info: Time of concentration rounded to 0.5000 hrs in row <1>. Page 1 tmp#232 17.0000 hrs 0.9188 cfs 17.5000 hrs 0.8750 cfs 18.0000 hrs 0.8313 cfs 19.0000 hrs 0.7000 cfs 20.0000 hrs 0.6125 cfs 22.0000 hrs 0.5250 cfs 26.0000 hrs 0.0000 cfs Peak Time and Flow 12.4000 hrs 23.1439 cfs Page 2 tmp#232 {fr@Ct. Lots d ~Cf + TR-55 Tabular Data area 11.0000 hrs 0.7438 cfs 11.3000 hrs 1.0063 cfs 11.6000 hrs 1.4000 cfs 11.9000 hrs 2.4938 cfs 12.0000 hrs 4.1125 cfs 12.1000 hrs 7.4376 cfs 12.2000 hrs 13.4751 cfs 12.3000 hrs 20.4314 cfs 12.4000 hrs 23.1439 cfs 12.5000 hrs 22.1814 cfs 12.6000 hrs 17.5876 cfs 12.7000 hrs 12.9939 cfs 12.8000 hrs 9.8876 cfs 13.0000 hrs 6.1250 cfs 13.2000 hrs 4.2000 cfs 13.4000 hrs 3.2375 cfs 13.6000 hrs 2.6688 cfs 13.8000 hrs 2.3188 cfs 14.0000 hrs 2.0563 cfs 14.3000 hrs 1.7938 cfs 14.6000 hrs 1.5750 cfs 15.0000 hrs 1.4000 cfs 15.5000 hrs 1.2688 cfs 16.0000 hrs 1.1375 cfs 16.5000 hrs 1.0063 cfs 17.0000 hrs 0.9188 cfs 17.5000 hrs 0.8750 cfs 18.0000 hrs 0.8313 cfs 19.0000 hrs 0.7000 cfs 20.0000 hrs 0.6125 cfs 22.0000 hrs 0.5250 cfs 26.0000 hrs 0.0000 cfs Total Flow Values 11.0000 hrs 0.7438 cfs 11.3000 hrs 1.0063 cfs 11.6000 hrs 1.4000 cfs 11.9000 hrs 2.4938 cfs 12.0000 hrs 4.1125 cfs 12.1000 hrs 7.4376 cfs 12.2000 hrs 13.4751 cfs 12.3000 hrs 20.4314 cfs 12.4000 hrs 23.1439 cfs 12.5000 hrs 22.1814 cfs 12.6000 hrs 17.5876 cfs 12.7000 hrs 12.9939 cfs 12.8000 hrs 9.8876 cfs 13.0000 hrs 6.1250 cfs 13.2000 hrs 4.2000 cfs 13.4000 hrs 3.2375 cfs 13.6000 hrs 2.6688 cfs 13.8000 hrs 2.3188 cfs 14.0000 hrs 2.0563 cfs 14.3000 hrs 1.7938 cfs 14.6000 hrs 1.5750 cfs 15.0000 hrs 1.4000 cfs 15.5000 hrs 1.2688 cfs 16.0000 hrs 1.1375 cfs 16.5000 hrs 1.0063 cfs page 1 Runoff of area Lots2·9+ Time Time Incr. Time Time flow Volume (hours) (hour) (min) (sec) (cfs) (cu. ft.) 11 0.7438 803.304 11.3 0.3 18 1080 1.0063 1086.804 1890.108 11.6 0.3 18 1080 1.4 1512 3402.108 11.9 0.3 18 1080 2.4938 897.768 4299.876 12 0.1 6 360 4.1125 1480.5 5780.376 \ (l ~ J ;:) 12.1 0.1 6 360 7.4376 2677.536 8457.912WOv:M'(owbe-atV<5 r(J1>l 0\\ 12.2 0.1 6 360 13.4751 4851.036 13308.95 12.3 0.1 6 360 20.4314 7355.304 20664.25 12.4 0.1 6 360 23.1439 8331.804 28996.06 12.5 0.1 6 360 22.1814 7985.304 36981.36 12.6 0.1 6 360 17.5876 6331.536 43312.9 12.7 0.1 6 360 12.9939 4677.804 47990.7 12.8 0.1 6 360 9.8876 7119.072 55109.77 13 0.2 12 720 6.125 4410 59519.77 '~tcuJ ,~POftJR 13.2 0.2 12 720 4.2 3024 62543.77 I I - -;' 13.4 0.2 12 720 ' 3,2371\) 2331 64874.77 ' -(7 J-.B-f?t3 13.6 0.2 12 720 2.6688 1921.536 66796.31 'I czuNl'(aw -IrtJ'M. p,d11 J J 13.8 0.2 12 720 2.3188 1669.536 68465.84 14 0.2 12 720 2.0563 2220.804 70686.65 \V I fI. { (J <:) Y r eI/.ev; 1: 14.3 0.3 18 1080 1.7938 1937.304 72623.95 Mo.-X t((jUJ 'd,.& r& 14.6 0.3 18 1080 1.575 2268 74891.95 15 0.4 24 1440 1.4 2520 77411.95 15.5 0.5 30 1800 1.2688 2283.84 79695.79 16 0.5 30 1800 1.1375 2047.5 81743.29 16.5 0.5 30 1800 1.0063 1811.34 83554.63 17 0.5 30 1800 0.9188 1653.84 85208.47 17.5 0.5 30 1800 0.875 1575 86783.47 18 0.5 30 1800 0.8313 2992.68 89776.15 19 1 60 3600 0.7 2520 92296.15 20 1 60 3600 0.6125 4410 96706.15 22 2 120 7200 0.525 7560 104266.2 26 4 240 14400 0 0 104266.2 104266.2 600 Big RIHydroCalc,doc , ~::t-f' '3,"" cfS , f-1C1W<(fiI.. d rete~i"b/!lV1 ts: /fiCA»} IViI4 M f'CTnJs , (00 V"-e (/ tli!1t '''1 C\. (l(O&}( ~Ol'\d U(iulV\k! POY\d ~ I 7 ~8 odRf( 151,.) (10~"; ~-, vft .L? P; J rotJH), djPOMf C capaC!' j 01 ~ ,,-.! Table Rating Table for Trapezoidal Channel 'P OYtJ Sp/II UJ0!i S ------~--~---------------Project Description Project File Worksheet Flow Element Method Solve For Constant Data untitled.fm2 Pond 2 Spillway Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.035 0.020000 fUft 3.000000 H : V 3.000000 H : V Left Side Slope Right Side Slope Input Data Bottom Width Discharge Minimum 2.00 8.00 Maximum 5.00 23.00 Depth Velocity Increment 1.00 ft 5.00 cfs __ ->':::;;~_--->;':'--_l!.!.(ft),--_.;:!(fUc::<s)~_ otl' l.J t 111 (ft/iJ!j boCI,tIt" wt Qtr ' l_u-"'~-4~'l--....:0~.6~3 __ ...23~.30.u1 -0...--!;fl . 7 ,fJ ')7107/04 10:07:12 AM -" L t <{Yo 0.54 3.20 -ri7r (J- 0.48 3.09 0.43 2.98 { j L " WIO't ~:+---"~ . .",79:--_-:3,,",,. 7"",5 ....-z..... <oN I Q./(,t.5 baft trM ~~ __ ~~ __ ~u.~70~ __ ~3.£u6n-JI-5~0 0.62 3.57 .(I", LtY-t 0.56 3.47 18.00 2.00 0.92 4.09 ~ ~."tl 18.00 3.00 0.82 4.02 'II I .t-.lgW\ UjIO CI/I (18]Q"---E~oo-r-1 -::~Q:zr=: 3.931 ---v-!pm wo.~ 1:>tI",-, . '-'1=8.0""0--+-'"5."'"'00'+-"'0"".6..:!-7--""-3.8=3 fff Lt!J t 31;t/ 23.00 2.00 1.03 4.36 . 23.00 3.00 0.93 4.29 23.00 4.00 0.84 4.21 b (i 23.00--15.001 O:77 ___ ·..-"4"-!.1.=..2 --L 5p;/1 tOQ3 '''; .. -or,¥> -P(, .. Lot d Haestad Methods, Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755~1666 FlowMaster vS.15 Page 1 of 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 5, 2004 ~=============================================================================== PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA chart Number .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manni ng' s Roughness coeffi ci ent (n-va 1 ue) .................. . Entrance Loss coefficient of culvert opening ............... . cul vert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) .. , ...... . Invert Elevation at Upstream end of culvert (ft) ........... . cu 1 vert slope (ft/ft) ...................................... . starti ng Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Endi ng Flow Rate (cfs) ..................................... . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Endi ng Tai lwater Depth (ft) ................................ . Flow Rate (cfs) 0.4 Tailwater Depth (ft) 1.0 COMPUTATION RESULTS Headwater (ft) Inlet outlet Control Control 0.5 1.11 Normal Depth (ft) 0.43 Critical Depth (ft) 0.32 Depth at Outlet (ft) 0.5 VALUE 0.5 1 1 0.012 0.1 125.0 0.0 0.5 0.004 0.4 0.2 0.4 1.0 0.0 1.0 Outlet velocity (fps) 2.04 ================================================================================ HYDROCALC Hydraulics for windows, Version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. Prafr, .pi~e CIM-t 0 -P f> ~d d-- Page 1 Worksheet Worksheet for Triangular Channel Project Description Project File Worksheet Flow Element Method Solve For Input Data untitled.fm2 Pond 2 Outflow Triangular Channel Manning's Formula Discharge Mannings Coefficient Channel Slope Depth 0.030 0.0090001tlft 1 .. 00 ft Left Side Slope Right Side Slope Results Discharge Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. 17/05/04 06:42:24 PM 1.500000 H: V 1.500000 H : V 3.93 cfs 1.50 It' 3.61 It 3.00 It 0.84 ft 0.022349 fUlt 2.62 Itls 0.1.1 It 1.11 It 0.65 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster vS.15 Page 1 of 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 6, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA Chart Number .......................................... . FHWA scale Number (Type of culvert Entrance) ............... . Manning's Roughness coefficient (n-value) ............ , ..... . Entrance Loss Coefficient of culvert Opening ......... , ..... . culvert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert Slope (ft/ft) ...................................... . Starting Flow Rate (cfs) .................................. .. Incremental Flow Rate (cfs) ................................ . Endi ng Flow Rate (cfs) ..................................... . starti ng Tai lwater Depth eft) .............................. . Incremental Tai lwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . Flow Tailwater Rate Depth (cfs) (ft) COMPUTATION RESULTS Headwater (ft) Inlet Outlet Control Control Normal Depth (ft) critical Depth eft) Depth at outlet (ft) VALUE 0.5 1 1 0.009 0.1 458.0 5,357.0 5,358.0 0.0022 0.1 0.1 1.1 1.0 0.0 1.0 Outlet velocity (fps) 0.1 1. 0 0.21 0.07 0.17 0.16 0.17 1.63 0.2 1.0 0.32 0.3 0.26 0.22 0.26 1.96 0.3 1.0 0.41 0.67 0.34 0.28 0.5 1.53 0.4 1.0 0.5 1.19 0.44 0.32 0.5 2.04 &-b--t-&- 0.7 1.0 _--;::0i-'-'; 6 1. 85 0 . 5;...-_---1<0 . 36;-.-_*,0 . 5;.--_........;2r ·c;;5rf15 6. ir--r:-61-=-.-U. 5 039 0 :s 3 . 06\ 0.84 3.63 0.5 0.42 0.5 3.57 0.8 1.0 1.0 4.75 0.5 0.44 0.5 4.07 0.9 1.0 1.17 6.01 0.5 0.46 0.5 4.58 1.0 1.0 1.37 7.42 0.5 0.47 0.5 5.09 1.1 1.0 1.58 8.97 0.5 0.48 0.5 5.6 ================================================================================ HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. OtItld ?/pe .~. PcrnJ ;) page 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 6, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION cul vert Di ameter Cft) ...................................... . FHWA Chart Number .......................................... . FHWA Scale Number CType of culvert Entrance) ............... . Manni ng' s Roughness coeffi ci ent Cn-val ue) .................. . Entrance Loss coefficient of culvert opening ............... . culvert Length Cft) ........................................ . Invert Elevation at Downstream end of culvert Cft) ......... . Invert Elevation at Upstream end of culvert Cft) ........... . culvert slope Cft/ft) ...................................... . Starti ng Flow Rate Ccfs) ................................... . Incremental Flow Rate Ccfs) ................................ . Ending Flow Rate Ccfs) ..................................... . Starting Tailwater Depth Cft) ........... , .................. . Incremental Tailwater Depth Cft) ........................... . End; ng Tai lwater Depth Cft) ................................ . VALUE 0.25 1 1 0.009 0.1 38.0 0.0 3.0 0.0789 0.3 0.03 0.42 1.0 0.0 1.0 ================================================================================ Flow Tailwater Rate Depth Ccfs) Cft) 0.3 1.0 0.33 1.0 1.0 COMPUTATION RESULTS Headwater Cft) Inlet Outlet control control 1.64 0;74 1.96 1.31 2.3 1.94 Normal Depth Cft) 0.17 0.19 0.21 Critical Depth Cft) 0.25 0.25 0.25 Depth at Outlet Cft) 0.17 0.19 0.21 outlet velocity Cfps) 8.18 8.26 8.32 \ 0.36 Q.3~ 1.0 --:1.67 --;r:'bT"--o-'-L")"---(US --0.2")-7.95 h 0.42 1.0 3.07 3.37 0.25 0.25 0.25 8.56 ================================================================================ HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 Phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. :5 (I PVC w( ((i}tCf€te e""~£t'Cl.IA(e CO((C(y D \ t Af pack p/J)'\d e?\eepf P~d d.. ro.( '" CfVL ~ r:: I t/W er-v.f-'" tJ f' pe /'s 0.. t( c ~ page 1 AppendixD Trench and Culvert Capacity Calculations 7 tmp#213 computed sheet flow time ....................... > 0.3425 hrs computed shallow flow time ..................... > 0.1585 hrs Channel Flow Descri pti on .................... . Flow Area ..... .................. 5.0000 ft2 Wetted Perimeter. .......... ..... 9.0000 ft Fl ow Length ..................... 250.0000 ft channel Slope................... 0.0110 ft/ft Manning's n ..................... 0.0300 Hydraulic radius................ 0.5556 ft Ve 1 ocity ........................ 3.5108 fps computed channel flow time ..................... > 0.0198 hrs *************************** Total Time of Concentration ......................... > 0.5208 hrs **************************** page 1 tmp#214 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ........ . Time of concentration, Tc ...... . Pond and Swamp Areas ........... . Computed Results: Initial abstraction, Ia .. , ..... . Iaip ........................... . uni t peak di scharge, qu ........ . Runoff, Q .•••.•••......•.•..••.• pond and swamp adjustment, Fp .. . Peak discharge, qp ............. . Nwlj2D3 Type II 1 year 2.4000 in 12.3300 ac 81 0.5208 hrs 0.0000 % of Area 0.4691 in 0.1955 475.4747 csmiin 0.8718 in 1. 0000 7.9858 cfs Page 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data NW1/2D3 Worksheet for Trapezoidal Channel untitled.fm2 NM1I2D3 Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.030 0.010000 fIIft 2.000000 H : V 2.000000 H : V Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. --7/02/04 10:44:43 AM 2.00 ft 10.10 cfs 0.84 ft 3.09 ft' 5.75 ft 5.36 ft 0.72 ft 0.017964 ftlft 3.27 fils 0.17 ft 1.01 ft 0.76 Haestad Methods, Inc. 37 Brookside Road Waterbury, GT 06708 (203) 755-1666 FlowMaster vS.15 Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data untitled.fm2 AreaContribPtB Worksheet for Trapezoidal Channel Area Cont. PIB Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.030 0.0100001tlft 2.000000 H : V 2.000000 H : V Left Side Slope Right Side Slope Boltom Width Discharge 2.00 ft 12.20 cis Results k t .jS -=D'o-ep'""'th:=-------,0:-c.9::-:2---:-ft---:c.""".'/n."",,e ( del't@P.· Flow Area Welted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. '7/02/04 10:51:11 AM 3.55 It' 6.12 ft 5.69 ft 0.80 ft 0.017526 ftllt 3.44 Itls 0.18 It 1.11 It 0.77 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster vS.15 Page 1 of 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE ~ C. ( -"'I' Z \. /Jr. -I (;;w TT<7fV1f't; 13 JUl y 2, 2004 u Vert-'" .1:9 ================================================================================ PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA chart Number .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manning's Roughness coefficient (n-value) .................. . Entrance Loss coefficient of culvert opening ............... . cul vert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . Starting Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Endi ng Flow Rate (cfs) ..................................... . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Endi ng Tai lwater Depth (ft) ................................ . VALUE 1.5 ( />.. 1 5-&"· fip<! 1 ~0.011 .....>:;0.1 lJe(;:,r/ 40.0 Ed-. "'f''r'''n g:~g 0.0097 5.9 0.1 6.3 0.5 0.0 0.5 ================================================================================ Flow Tailwater Rate Depth (cfs) (ft) COMPUTATION RESULTS Headwater (ft) Inlet Outlet Control Control Normal Depth (ft) Critical Depth (ft) Depth at Outl et (ft) Outlet velocity (fps) 5.9 0.5 1.44 0.0 0.73 0.94 0.73 6.88 6.0 0.5 1.46 0.0 0.74 0.95 0.74 6.89 11.t-0 ,Jl.S 1,47~-,~ __ . ..Q,Z.?~~ 0..,.25 0.75 6.93 6.2 0.5. 1.49 0.0 0.76 --0.96 0.76 6.961) . ------0:"5 1.51 0.0 0.76 0.97 0.76 6.99 ================================================================================ HYDROCALC Hydraulics for Windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 west, suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. I'rtiet <"MiN II (,1'1 " 1.'11 ... ' page 1 tmp#199 Sheet Flow oescri pti on .................... . Manning's n ..................... 0.1500 Flow Length..................... 150.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope...................... 0.0110 ft/ft computed sheet flow time .............. , ........ > 0.3313 hrs shallow concentrated Flow oescri pti on .................... . Surface ......................... unpaved Flow Length..................... 300.0000 ft Watercourse slope ...... ......... 0.0110 ft/ft velocity........................ 1.6922 fps computed shallow flow time ..................... > 0.0492 hrs Channel Flow oescri pti on .................... . Flow Area ....................... 3.5500 ft2 Wetted Perimeter................ 6.1000 ft Flow Length ..................... 320.0000 ft channel slope................... 0.0100 ft/ft Manni ng' s n ..................... 0.0300 Hydraulic radius................ 0.5820 ft velocity........................ 3.4527 fps computed channel flow time ..................... > 0.0257 hrs *************************** Total Time of Concentration ......................... > 0.4062 hrs **************************** Ar'f'Ci b3 page 1 tmp#201 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P C24-hours) ......... . Drainage area .................. . Runoff curve number, CN '" ..... . Time of concentration, Tc ...... . pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/P ........................... . unit peak discharge, qu ........ . Runoff, Q ••••••....•...•••.•.... pond and swamp adjustment, Fp .. , peak discharge, qp ............. . Area 03 Type II 1 year 2.4000 in 20.5000 ac 82 0.4062 hrs 0.0000 % of Area 0.4390 in 0.1829 547.3072 csm/in 0.9252 in 1. 0000 16.2205 cfs 88(!..2:2 ) r "I ~(~. ) + 81(lr,!?J\ ::=: 81, Co clo,S ,A?,S ~s .J C/I/(tmi(J :: 8~ Page 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 2, 2004 ================================================================================ PROGRAM INPUT DATA ~:::~:~~:~~ __ C!1r~4J~P/it!fZ~~ __ ~~tl!f,!"-1;_2tt __ Ii"=",t_J2._fLQ~ _____ ~~:~E Culvert-Diameter (ft)....................................... 2.0 FHWA chart Number........................................... 2 FHWA scale Number (Type of culvert Entrance).. .......... .... 1 Manning's Roughness Coefficient (n-value)......... ...... .... 0.024 Entrance LOSS Coefficient of culvert opening................ 0.5 Culvert Length (ft)......................................... 73.0 Invert Elevation at Downstream end of culvert (ft)...... .... 5,361.7 Invert Elevation at Upstream end of culvert (ft)..... ....... 5,362.3 Culvert slope (ft/ft)....................................... 0.0082 Starti ng Flow Rate (cfs) ................................... . Incrementa 1 Flow Rate (cfs) ................................ . Endi ng Flow Rate (cfs) ..................................... . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . 16.0 0.2 16.4 1.0 0.0 1.0 ================================================================================ Flow Tail water Rate Depth (cfs) (ft) COMPUTATION RESULTS Headwater (ft) IL Normal Inlet outlet Depth control Control (ft) Criti cal Depth (ft) Depth at outlet (ft) Outlet velocity (fps) 16.4 1.0 2.43 2.61-2.0 1.46 1.46 6.67 ================================================================================ HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com A 11 Ri ghts Reserved. .- L6W dell ofJ o.d;Qceu:r acces:s.; J,...:v.e S3(P5:S -. .... fr,/lif2.t z,,11'P1;-t: _S_3'([i;;. (g lfIox 01/, h",~d ~. q -- Page 1 tJx, cullMvt-6K /fX"' lao eveJllf tmp#202 Sheet Flow oescri pti on .................... . Manni ng' s n ..................... 0.1500 Flow Length ..................... 50.0000 ft Two Yr, 24 hr Rainfall.......... 2.4000 in Land slope ............... ....... 0.0130 ft/ft computed sheet flow time ....................... > 0.1287 hrs Shallow concentrated Flow Descri pti on .................... . Surface ......................... unpaved Flow Length ..................... 330.0000 ft Watercourse slope .......... ..... 0.0130 ft/ft velocity........................ 1.8396 fps computed shallow flow time ..................... > 0.0498 hrs channel Flow Descri pti on .................... . Flow Area ................. ...... 3.0000 ft2 Wetted Peri meter ................ 5.0000 ft Flow Length ..................... 300.0000 ft channe 1 slope ................... 0.0100 ft/ft Manni ng' s n ..................... 0.0200 Hydraulic radius................ 0.6000 ft velocity........................ 5.2855 fps Computed channel flow time ..................... > 0.0158 hrs *************************** Total Time of Concentration ......................... > 0.1943 hrs **************************** page 1 tmp#203 Graphical peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drainage area .................. . Runoff curve number, CN ••••••••• Time of concentration, TC ...... . pond and Swamp Areas ........... . computed Results: Ini ti a 1 abstracti on, Ia ........ . Ialp ........................... . uni t peak di scharge, qu ........ . Runoff, Q ••••••••••••••••.•••.•• pond and swamp adjustment, Fp .. , peak discharge, qp ............. . Area L1c Type II 1 year 2.4000 in 3.0000 ac 88 0.1943 hrs 0.0000 % of Area 0.2727 in 0.1136 801. 8780 csmli n 1.2963 in 1. 0000 4.8726 cfs Page 1 Untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 2, 2004 ~=============================================================================== PROGRAM INPUT DATA DESCRIPTION cul vert Di ameter (ft) ...................................... . FHWA chart Number .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manni ng' s Roughness coeffi ci ent (n-va 1 ue) .................. . Entrance Loss Coefficient of culvert opening ............... . culvert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . Starti ng Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) ..................................... . starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . VALUE 1.5 2 2 0.024 0.8 60.0 5,354.7 5,355.3 0.01 4.9 0.1 4.9 1.5 0.0 1.5 ================================================================================ COMPUTATION RESULTS Flow Tailwater Rate Depth (cfs) (ft) Headwater (ft) Inlet Outlet Control control Normal Depth (ft) Criti cal Depth (ft) Depth at Outlet (ft) outlet velocity (fps) 4.9 1.5 1.3 1.56 1.07 0.85 1.5 2.77 ================================================================================ HYDROCALC Hydraulics for windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, suite 314, Houston, TX 77069 Phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. /fl"ct<lvertl ~/tthJlrt e1<'\ '?tn,,(l~e"r? €I\d ('If t(J6 1.- Page 1 r tmp#131.txt .• Sheet Flow Description ............. " .... .. Manning's n ..................... 0.1500 Flow Length ..................... 50.0000 It Two Yr, 24 hr Rainfall .......... 2.4000 in Land Slope ...................... 0.0130ftlft Computed Sheet flow time ....................... > 0.1287 hrs Shallow Concentrated Flow Description ................... .. Surface ......................... Unpaved Flow Length ..................... 440.0000 ft Watercourse Slope ............... 0.0130 ftllt Velocity ........................ 1.8396 fps Computed Shallow flow time ..................... > 0.0664 hrs *************************** Total Time of Concentration ......................... > 0.1951 hrs **************************** Page 1 tmp#204 Graphical peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P (24-hours) ......... . Drai nage area .................. . Runoff curve number, CN •••..•.•• Time of concentration, Tc ...... . Pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/P ........................... . unit peak discharge, qu ........ . Runoff, Q ••••••••••••••••••••••• pond and swamp adjustment, Fp .. , peak discharge, qp ............. , Area Llb Type II 1 year 2.4000 in 0.7000 ac 88 0.1900 hrs 0.0000 % of Area 0.2727 in 0.1136 808.8103 csm/in 1.2963 in 1.0000 1.1468 cfs page 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 5, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . FHWA Chart Number .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manni ng' s Roughness coeffi ci ent (n -val ue) .................. . Entrance Loss Coefficient of culvert Opening ............... . culvert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert slope (ft/ft) ...................................... . starting Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate (cfs) .................................... .. Starti ng Tailwater Depth (ft) .............................. . Incremental Tai lwater Depth (ft) ........................... . Ending Tailwater Depth (ft) ................................ . VALUE 2.0 2 2 0.024 0.8 57.0 5,352.9 5,353.9 0.0175 6.05 0.0 6.05 1.0 0.0 1.0 ================================================================================ Flow Tail water Rate Depth (cfs) (ft) 6.05 1.0 COMPUTATION RESULTS Headwater (ft) Inlet Outlet control Control 1.29 0.0 Norma 1 Depth (ft) 0.85 Critical Depth (ft) 0.87 Depth at outlet (ft) 0.85 outlet velocity (fps) 4.79 ================================================================================ HYDROCALC Hydraulics for Windows, version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Ri ghts Reserved. tmp#134.txt i ,'. ' .. J' :: . Sheet Flow Description .................... . Manning's n ..................... 0.1500 Flow Length ..................... 50.0000 ft Two Yr, 24 hr Rainfall .......... 2.4000 in Land Slope ...................... 0.0130 ftlft Computed Sheet flow time ....................... > 0.1287 hrs Shallow Concentrated Flow Description .................... . Surface ......................... Unpaved Flow Length ..................... 1000.0000 ft Watercourse Slope ............... 0.0130 ftlft Velocity ....................... 1.8396 fps Computed Shallow flow time ..................... > 0.1510 hrs *************************** Total Time of Concentration ......................... > 0.2797 hrs ***************************. Page 1 tmp#215 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Ra i nfa 11 di st ri buti on .......... . Frequency ...................... . Rainfall, P C24-hours) ......... . Drai nage area .................. . Runoff curve number, CN ........ . Time of concentration, TC ...... . Pond and Swamp Areas ........... . computed Results: Ini ti a 1 abstracti on, Ia ........ . Ia/p ........................... . uni t peak di scharge, qu ........ . Runoff, Q ••••.••••.•••••.••.•••• Pond and swamp adjustment, Fp .. . Peak di scharge, qp ............. . Area Lla Type II 1 year 2.4000 in 5.3000 ac 88 0.2797 hrs 0.0000 % of Area 0.2727 in 0.1136 690.2016 csm/in 1.2963 in 1.0000 7.4093 cfs page 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 6, 2004 ================================================================================ PROGRAM INPUT OATA DESCRIPTION cul vert Di ameter (ft) ...................................... . FHWA Chart Number .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manni ng' s Roughness Coeffi ci ent (n-va 1 ue) .................. . Entrance Loss coefficient of culvert opening ............... . culvert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert Slope (ft/ft) ...................................... . Starti ng Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Ending Flow Rate Ccfs) .................................... .. Starting Tailwater Depth (ft) .............................. . Incremental Tailwater Depth (ft) ........................... . Endi ng Tai lwater Depth (ft) ................................ . VALUE 1.5 2 2 0.024 0.8 70.0 5,351.3 5,352.1 0.0114 7.4 0.1 8.1 1.0 0.0 1.0 ================================================================================ Flow Tailwater Rate Depth (cfs) (ft) 7.4 1.0 7.5 1.0 7.6 1.0 7.7 1.0 7.8 1.0 . 7.9 1.0 8.0 1.0 8.1 1.0 COMPUTATION RESULTS Headwater (ft) Inlet Outlet Control control 1.71 1. 79 1. 73 1.85 1. 75 1.89 1.81 1.94 1.87 1.99 1.92 2.04 1.97 2.09 2.02 2.14 Norma 1 Depth (ft) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Critical Depth Cft) 1.05 1.06 1.07 1.08 1.08 1.09 1.1 1.1 Depth at outlet (ft) 1.05 1.06 1.07 1.08 1.08 1.09 1.1 1.1 outlet velocity (fps) 5.58 5.61 5.65 5.68 5.71 5.75 5.78 5.82 ================================================================================ HYDROCALC Hydraulics for Windows, Version 1.2 copyright Cc) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. (/ I -r' ! g CU(I/( I" 1/ I It page 1 . , -.. ' , .: "". . , tmp#154.txt Sheet Flow Description ............... ... ... 2acrelot Manning's n ..................... 0.1500 Flow length ..................... 50.0000 ft Two Yr, 24 hr Rainfall .......... 2.4000 in land Slope ...................... 0.0130 ftllt Computed Sheet flow time ....................... > 0.1287 hrs Shallow Concentrated Flow Description ..................... 2acrelot Surface ... ...................... Unpaved Flow length ..................... 210.0000 ft Watercourse Slope ............... 0.0130 ftllt Velocity........................ 1.8396 fps Computed Shallow flow time ..................... > 0.0317 hrs Channel Flow Description ............ ......... 2acrelot Flow Area ....................... 2.3000 ft2 Wetted Perimeter....... ......... 2.6000 It Flow length ..................... 290.0000 ft Channel Slope ................... 0.0130 ftllt Manning's n ..................... 0.0350 Hydraulic radius ................ 0.8846 ft Velocity........................ 4.4609 fps Computed Channel flow time .................... > 0.0181 hrs **************-****"'******** Total Time of Concentration ......................... > 0.1785 hrs **************************** Page 1 tmp#155.txt Graphical Peak Discharge method Given Input Data: Description ......... " ....... ... 2acreLot Rainfali distribution ....... .... Type II Frequency ....................... 1 year Rainfali, P (24-hours) .......... 2.4000 in Drainage area ................... 2.0000 ac Runoff curve number, CN ......... 88 Time of concentration, Tc ....... 0.1785 hrs Pond and Swamp Areas ............ 0.0000 % of Area Computed Results: Initial abstraction, la ......... 0.2727 in lalP ., ...... ..... ..... ...... .... 0.1136 Unit peak discharge, qu ......... 828.1629 csmlin Runoff, Q ........ ......... ... ... 1.2963 in Pond and swamp adjustment, Fp ... 1.0000 Peak discharge, qp .............. 3.3549 cfs Page 1 A1 / ,/ f .... s ". L.!/ r(}~ fhefA f{;( (31 tv'ff/:m~~18('f,( v.(!fI'{-"'~ computed Sheet flow time,..,.,., ... ,..,.. ,".,..> 0.1287 hrs computed Shallow flow time ..................... > 0.0370 hrs channel Flow Descri pti on .................... . Flow Area .................. ..... 2.5000 ft2 Wetted Peri meter ............ ,... 4.0000 ft Flow Length .... ,.,.,.,.,. .. ,.,.. 240.0000 ft channel Slope .. ,.,.,. .. ,. .. ,.,.. 0.0100 ft/ft Manning's n .... ,. .. ,.,.,.,.,.,.. 0.0300 Hydraulic radius,. .. ,.,.,.,. .. ,. 0.6250 ft velocity. ................ ....... 3.6209 fps computed channel flow time .............. , ...... > 0.0184 hrs *************************** Tota 1 Ti me of Concent rati on ,. .. '" ,. ,. ,. ,. ........ ,. . > 0.1841 h rs **************************** Page 1 tmp#219 Graphical peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P C24-hours) ......... . Drainage area .................. . Runoff curve number, CN ........ . Time of concentration, TC ...... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . Ia/p ........................... . unit peak discharge, qu ........ . Runoff, Q ••••••••••.••.••••••••• pond and swamp adjustment, Fp .. . peak di scharge, qp ............. . Drainage to New 12" culverts Type II 1 year 2.4000 in 1. 5000 ac 90 0.1841 hrs 0.0000 % of Area 0.2222 in 0.1000 825.4865 csm/in 1.4420 in 1.0000 2.7900 cfs Page 1 untitled PIPE CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE July 5, 2004 ================================================================================ PROGRAM INPUT DATA DESCRIPTION culvert Diameter (ft) ...................................... . . FHWA Chart Number .......................................... . FHWA Scale Number (Type of culvert Entrance) ............... . Manning's Roughness Coefficient (n-value) .................. . Entrance Loss coefficient of culvert opening ............... . cul vert Length (ft) ........................................ . Invert Elevation at Downstream end of culvert (ft) ......... . Invert Elevation at Upstream end of culvert (ft) ........... . culvert Slope (ft/ft) ...................................... . Starting Flow Rate (cfs) ................................... . Incremental Flow Rate (cfs) ................................ . Endi ng Flow Rate (cfs) ...................................... . starting Tailwater Depth (ft) .............................. . Incremental Tai lwater Depth (ft) ........................... . Endi ng Tai lwater Depth (ft) ................................ . VALUE 1.0 1 1 L. ( " 0.011 ;SF";:' (>Jpe' 0.1 "€V\T a.,. ... ,,-Vl 55.0 0.0 0.55 0.01 2.8 0.0 2.8 1.0 0.0 1.0 ~=============================================================================== Flow Tail water Rate Depth (cfs) (ft) 2.8 1.0 COMPUTATION RESULTS Headwater (ft) Inlet outlet control Control 1.18 0.91 Normal Depth (ft) 0.6 Critical Depth (ft) 0.72 Depth at Outlet (ft) 0.6 outlet velocity (fps) 5.73 ================================================================================ HYDROCALC Hydraulics for Windows, Version 1.2 copyright (c) 1996 Dodson & Associates, Inc., 5629 FM 1960 West, Suite 314, Houston, TX 77069 Phone: (281)440-3787, Fax: (281)440-4742, Email:software@dodson-hydro.com All Rights Reserved. page 1 DRAINAGE"" ./ / / I I .. __ r __ · i I / . DEVELOPED 1 OQ-YR OUTFLOW FROM DETENTION PC>N[), 2.6 CFS POINT OF IN EXISTING DITCH 12" CMP OFF-SITE \....L>LV~RT1 (EXISTING) APPROX. 12' IN LENGTH. DEFINED DITCH TO CULVERT FROM SUBJECT PROPERTY PO Box l30l '-COLORADO Rifle, CO 81650 ~RIVER Tel 970-625-4933 "-~. ENGINEERING Fax 970-625-4564 -...... Civil Engineering • Water Rights, Augmentation Plans I Groundwater, Well Permitting IHydrology, Flood Plain Analysis lCanals, Pipelines, Dams / / DRAINAGE GULLY\/ / ( HISTORIC AREA CONTRIJUTING OFF-SITE 12" CMP CULVERT 3.77 ACRES, 3.5 CFS . DEVELOPED AREA CONTRIBUTING '" ( ) TO OFF-SITE 12" CULVERT / 0.2 ACRES, 0.4 CFS / / / ( I Culvert Contrib. Hist. & Devel. Areas for 12" Culveli File Name: Drainage.dwg Job No: 600 Client: C;D"":Cw=o"bC:y,-B"'B"::'-'A=p,,,"'d;;b"'y", c'-M'o"'a':ctc':c, 71,-00"1"'2,-:,"'00:::''-; BigR / tmp#177.txt sheet Flow Description..................... Hist area to 12" offsite culvert Manning's n ............... ...... 0.0600 Flow Length ..................... 50.0000 ft TWO Yr, 24 hr Rainfall.......... 2.4000 in Land slope ...................... 0.0130 ft/ft computed sheet flow time ....................... > 0.0618 hrs Shallow concentrated Flow Description........... ... ....... Hi st area to 12" offsite culvert surface ......................... Unpaved Flow Length ................ ..... 1280.0000 ft Watercourse slope............... 0.0130 ft/ft velocity........................ 1.8396 fps computed shallow flow time ..................... > 0.1933 hrs *************************** Total Time of concentration ......................... > 0.2551 hrs **************************** Page 1 tmp#236 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution '" ....... . Frequency ...................... . Rainfall, p C24-hours) ......... . Drainage area .................. . Runoff curve number, CN ••••••••• Time of concentration, Tc ...... . pond and Swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . la/p ........................... . uni t peak di scharge, qu ........ . Runoff, Q ••••••••••••••.••••••.. pond and swamp adjustment, Fp .. . peak di scharge, qp ............. . Hist Area to 12" offsite culvert Type II 1 year 2.4000 in 3.7700 ac 81 0.2551 hrs 0.0000 % of Area 0.4691 in 0.1955 675.8233 csm/in 0.8718 in 1. 0000 3.4706 cfs Page 1 tmp#223 Graphical peak Discharge method Given Input Data: Deseri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rai nfa 11. P C24-hours) ......... . Drainage area .................. . Runoff curve number. CN ........ . Time of concentration. Tc ...... . pond and Swamp Areas ........... . computed Results: Initial abstraction. Ia ........ . Ialp ........................... . uni t peak di scharge. qu ........ . Runoff. Q •••••••••.••••••••••••• pond and swamp adjustment. Fp .. . peak discharge. qp ............. . Figure 3 to w. off-site Type II 1 year 2.4000 in 0.2000 ac 88 0.1000 hrs 0.0000 % of Area 0.2727 in 0.1136 1004.9581 csm/in 1.2963 in 1.0000 0.407l cfs Page 1 Table Rating Table for Triangular Channel §£d().{e' (hitL> Of'014",d CtH f Clis Project Description Project File Worksheet Flow Element Method Solve For Constant Data untitled .fm2 jkl Triangular Channel Manning's Formula Channel Depth Mannings Coefficient Left Side Slope Right Side Slope 0.025 3.000000 H : V 2.000000 H : V Input Data Minimum Maximum Channel Slope 0.008000 0.010000 Discharge 4.00 10.00 Rating Table Channel Discharge Slope Depth Velocity (cfs) (tuft) (ft) (fUs) 4.00 0.008000 0.77 2.68 4.00 0.009000 0.76 2.80 4.00 0.010000 0.74 2.91 5.00 0,008000 0.84 2.83 5.00 0.009000 0.82 2,96 5.00 0.010000 0.81 3.08 6.00 0.008000 0.90 2.97 6.00 0.009000 0.88 3,10 6.00 0.010000 0.86 3.22 7.00 0.008000 0.95 3.08 7.00 0.009000 0.93 3.22 7.00 0.010000 0.91 3.35 8.00 0.008000 1.00 3.19 8.00 0.009000 0.98 3.33 8.00 0.010000 0.96 3.46 9.00 0.008000 1.05 3.28 9.00 0.009000 1.02 3.43 Increment 0.001000 fUft 1.00 cfs 9.00 0.010000 1.00 3.57~ (---eJept" uJ; 1/ 10.00 0.008000 1.09 3.37 all \"tw"'''«i:t,ms. 10.00 0.009000 1.07 3.52 10.00 0.010000 1.04 3.66 for pevmtt t-16U' 05 Je 5t311.RJ "'7/01104 Ll5:12:51 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CTQ6708 (203) 755-1666 FlowMaster v5.15 Page 1 of 1 " COLORADO ~RIVER ENGINEERING P.O. Box 1301, 136 E. 3rd Rifle, CO 81650 M-C .\: : W Ii . ·fc., -'-i"'-~. "'. fr'. D.! , ' T ' j~;.t.i ."", :. ____ ~ ___ 'i-__ !,---t '_ L __ \ Tel 970-625-4933 Fax 970-625-4564 , L Oate ______ _ Job No.~ ____ _ Job Name ____ :--__ Oescription, ____________ _ , L. l. Page __ of __ '----.---i-__ • ~ __ .1_ ,._L tmp#195 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Ra; nfall, P (24-hours) ......... . Ora i nage area .................. . Runoff curve number, CN ••.•••••• Time of concentration, TC ...... . pond and Swamp Areas ........... . computed Results: Ini ti a 1 abst racti on, Ia ........ . IalP ........................... . unit peak discharge, qu ........ . Runoff, Q ••••••••••••••••••••••• Pond and swamp adjustment, Fp .. . peak discharge, qp ............. . P tl"f" L()iJs f./) ~ (PI ?; g 2 acre Lot Type II 1 year 2.4000 in 1. 9200 ac 89 7.0000 min 0.0000 % of Area 0.2472 in 0.1030 963.3834 csmlin 1.3676 in 1. 0000 3.9527 cfs Par -Ptov.-J iYt lot 3 ~ >. c{s +-5.re(L",f V ~ C/,t(3 c~ Page 1 ~~-~~"".!COLORADO ~ ~ :RIVER ~ \.,.; ~ ENGINEERING P.O. Box 1301,136 E. 3rd Rifle, CO 81650 ~()f) :2 -~r "--- Tel 970-625-4933 Fax 970-625-4564 1'\. . .• :. fr .. · .... ':.1 ! {))4t)eJ(()lOfJ(J : , I i V~'.: Date _____ _ Job No.~ _____ _ Job Name ______ _ Descriptionl ____________ _ Page __ of __ l. :---" tmp#191 [..0 -I; ;) Sheet Flow Descri pti on .................... . Manni ng' s n ..................... 0.1000 Flow Length..................... 260.0000 ft TWo Yr, 24 hr Rainfall.... ...... 2.4000 in Land slope...................... 0.1000 ft/ft computed sheet flow time ....................... > 9.2283 min Channel Flow Descri pti on .................... . Flow Area ....................... 2.0000 ft2 Wetted Perimeter ................ · 4.0000 ft Flow Length ............. ........ 530.0000 ft channel slope................... 0.1000 ft/ft Manning's n ..................... 0.0200 Hydraul i c radi us ................ 0.5000 ft velocity........................ 14.8014 fps computed Channel flow time ..................... > 0.5968 min *************************** Total Time of Concentration ......................... > 9.8251 min **************************** page 1 tmp#192 Graphical Peak Discharge method Given Input Data: Descri pti on .................... . Rainfall distribution .......... . Frequency ...................... . Rainfall, P C24-hours) ......... . Drainage area .................. . Runoff curve number, CN ........ . Time of concentration, TC ...... . Pond and Swamp Areas ........... . Lot 2 Type II 1 year 2.4000 in 3.7900 ac 89 9.8251 min 0.0000 % of Area Computed Results: Initial abstraction, Ia ......... 0.2472 in Ia/P ............................ 0.1030 Unit peak discharge, qu ......... 860.1340 csm/in Runoff, Q ••••••••••.•••••••.•••. 1. 3676 in Pond and swamp adjustment, Fp ... 1.0000 peak di scharge, qp .............. 6.9662 cfs t" '";) cIs jl fw.t Y;z I!/' Lot 10 8/1~ cf!s Page 1 ; '--COLORADO , Ut:-: RIVER ENGINEERING Date ______ _ Job No.~ _____ _ Job Name ______ _ Description, ____________ _ P.O. Box 1301,136 E. 3rd Rifle, CO 81650 Tel 970-625-4933 Fax 970-625-4564 Page __ of __ ;UJA1J , 1-iJ , Ii. :-bk[i' ,-. ~.,.,.i .•..•. :,.' ..•.. ",i.lii ..• \:':'i! f~P fer)i+jt~fY';~ J~r~4-r~1?'ar~-)-('(jJ~~·.~OOL: . i ~e1\4;y!,;t·~ (ai~~J ' "to-I ~ If! ~. & T"--l-"-r--'"" -,.: .t..),,_ '-', ___ L. --!--l.,_ _l fc'~ t~~lt , ~ 1--. _ \-. _ \- : ___ --1 -<-_ -+- 1 ""'i i t9 'b9' i i :~_ ,Y,--, C{ d . ,,,,,,C) _ .: . _l-. . -j-._--!-.--= . !-_. L. :d$~' 7----··!--· .-__ I -. ! tmp#193 sheet Flow Descri pti on .................... . Manni ng' s n ..................... 0.1000 Flow Length..................... 210.0000 ft TWo Yr, 24 hr Rainfall. ..... .... 2.4000 in Land slope...................... 0.1000 ft/ft computed sheet flow ti me ....................... > 7.7789 mi n channel Flow Descri pti on .................... . Flow Area ....................... 2.0000 ft2 wetted Perimeter................ 4.0000 ft Flow Length..................... 508.0000 ft channel slope ................... 0.1000 ft/ft Manning's n ..................... 0.0200 Hydraul i c radi us ................ 0.5000 ft velocity........................ 14.8014 fps computed channel flow time ..................... > 0.5720 min *************************** Total Time of concentration ......................... > 8.3509 min **************************** page 1 tmp#194 Graphical peak Discharge method Given Input Data: Description ............... , .... . Rainfall distribution .......... . Frequency ...................... . Rai nfa 11, P (24-hours) ......... . Drainage area ............ -...... . Runoff curve number, CN ••• , •••.• Time of concentration, TC ., .... . Pond and swamp Areas ........... . computed Results: Initial abstraction, Ia ........ . la/p ........................... . unit peak discharge, qu ........ . Runoff, Q •••.••••••.•••••••••••• Pond and swamp adjustment, Fp .. . peak discharge, qp ............. . Lot 9 Type II 1 year 2.4000 in 2.8200 ac 89 8.3509 min 0.0000 % of Area 0.2472 in 0.1030 910.0340 csmlin 1. 3676 in 1.0000 5.4840 cfs J' ,~ page 1 GEOTECHNICAL REPORT RADIATION HAZARD REPORT ~cbtcch HEPWORTH -PAWLAK GEOTECHNICAL Hepwortn~Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phon" 970-945-7988 Fa,,, 970-945'8454 email: hpgeo@hpgeotech.com PRELIMINARY SUBSOIL STUDY PROPOSED BIG R COMMERCIAL PARK 28485 HIGHWAY 6 EAST OF RIFLE GARFIELD COUNTY, COLORADO JOB NO. 104 106 FEBRUARY 24,2004 PREPARED FOR: RIFLE SKI CORPORATION ATTN: BOB REGULSKI P.O. BOX9 RIFLE, COLORADO 81650 Parker 303-841-7119 • Colorado Springs 719-633-5562 0 Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ -1 - PROPOSED DEVELOPMENT ...................................................................................... -1 - SITE <::ONDITIONS ....................................................................................................... -2 - FIELD EXPLORATION ................................................................................................. -2- SUBSURFACE CONDITIONS ...................................................................................... -2- PRELIMINARY DESIGN RECOMMENDATIONS .................................................... -3- FOUNDATIONS ......................................................................................................... -3 - FLOOR SLABS .......................................................................................................... -4- UNDERDRAIN SySTEM .......................................................................................... -4 - SURFACE DRAINAGE ............................................................................................. -5 - LIMITATIONS ............................................................................................................... -5- FIGURE 1 -LOCATION OF EXPLORATORY BORINGS FIGURES 2 and 3 -LOGS OF EXPLORATORY BORINGS FIGURE 4 -LEGEND AND NOTES FIGURE 5, 6 and 7 -SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a preliminary subsoil study for the proposed Big R Commercial Park located at 28485 Highway 6, East of Rifle, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to evaluate the subsurface conditions and their impact on the proj eel. The study was conducted in general accordance with our agreement for geotechnical engineering services to Rifle Ski Corporation, dated January 7, 2004. Percolation testing well be performed when the ground thaws. A field exploration program consisting of exploratory borings was conducted to obtain information on the site and subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for project planning and preliminary design. This report summarizes the data obtained during this study and presents our conclusions and recommendations based on the proposed development and subsurface conditions encountered. PROPOSED DEVELOPMENT The proposed development consists of a 16 lot commercial subdivision as shown on Figure 1. The proposed buildings in the development will likely consist oflarge steel frame, metal skin buildings with slab-on-grade floors. The development will be serviced with individual wells and septic disposal systems. If development plans change significantly from those described, we should be notified to re-evaluate the recommendations presented in this report. ~tech -2 - SITE CONDITIONS The site was vacant and covered with about 6 inches of snow at the time of our field exploration. Existing commercial buildings are located on Lots 2 through 6 of the development. The ground surface on the property is relatively flat with a slight slope down to the southwest. Irrigation ditches are located along the northern side of the property. Vegetation consists of scattered brush and trees, grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on January 16, 2004. Six exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight auger powered by a truck-mounted CME-45B drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Slotted PVC pipe was placed in each of the borings to allow for monitoring of future water levels. Samples of the subsoils were taken with a 2 inch LD. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing, SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils consist of about I to 2 feet of topsoil overlying stiff and slightly moist to soft and very moist, sandy clay and silt with stratified silty sand layers. Relatively dense, Job No. 104 106 ~tech - 3 - slightly clayey silty sandy gravel containing cobbles and probable boulders was encountered beneath the clay and silt at depths between about 22 and 31 Yz feet. Drilling in the dense gravel with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content and density, unconfined compressive strength testing and finer than sand size gradation analyses. Results of swell-consolidation testing performed on relatively undisturbed drive samples of the upper clay and sand soils, presented on Figures 5, 6 and 7,indicate low to moderate compressibility under conditions ofloading and wetting. The shallow clay samples showed a low to moderate expansion potential when wetted under a constant light surcharge with swelling pressures measured in the range of about 2,000 to 6,000 psf. Unconfined compressive strength testing was performed on two of the more moist clay and silt samples with measured strengths of about 1,400 and 1,950 psf. The laboratory testing is summarized in Table 1. Groundwater was measured in the borings at depths between 9 and 23 feet. The upper subsoils were slightly moist to very moist with depth. PRELIMINARY DESIGN RECOMMENDATIONS The conclusions and recommendations presented below are based on the proposed development, subsurface conditions encountered in the exploratory borings and our experience in the area. The recommendations are suitable for plaruling and preliminary design but site specific studies should be conducted for individual lot development. FOUNDATIONS Bearing conditions will vary depending on the specific location of the building on the property. Spread footings placed on the natural shallow silt and clay soils appear suitable with some risk of settlement/heave due to loading and wetting of the bearing soils. We Job No. 104106 ~tech - 4 - expect the footings can be sized for an allowable bearing pressure in the range of 1,500 psfto 2,500 psf Bearing levels should not be deeper than about 5 feet below the existing ground surface. Expansive clays encountered in building areas may need to be removed or the footings designed to impose a minimum dead load pressure to limit potential heave. A deep foundation system, such as driven piles or helical piers, may be needed if highly expansive clays are encountered. Foundation walls should be designed to span local anomalies and to resist lateral earth loadings when acting as retaining structures. Below grade areas and retaining waIls should be protected from wetting and hydrostatic loading by use of an underdrain system. The.footings should have a minimum depth of 36 inches for frost protection·. FLOOR SLABS Slab-on-grade construction should be feasible for bearing on the non-expansive natural soils below the topsoil. There could be some post construction slab movement at sites with soils that tend to heave or settle when wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing waIls and columns with expansion joints. Floor slab control joints should be used to reduce damage due to shrinkage cracking. A minimum 4 inch thick layer offree-draining gravel should underlie basement level slabs to facilitate drainage. In more expansive clay areas, a structurally supported floor may be warranted to limit possible distress caused by wetting of the expansive clays. UNDERDRAIN SYSTEM Although free water was encountered below expected excavation depths, it has been our. experience in the area and where clays are present that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. An underdrain system should be provided to protect below-grade construction, such as retaining walls and basement areas from wetting and hydrostatic pressure buildup. The drains should consist of drainpipe surrounded above the invert level with free-draining granular material. The Joh No_ 104 lnr; - 5 - 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 or sump and pump. Typically buildings with slab-on-grade floor at near the exterior surrounding grade should not require an underdrain system. SURFACE DRAINAGE The grading plan for the development should consider runofffrom adjacent lots through the project and at individual sites. Potential overflow from irrigation ditches should also be considered in the drainage plan. Water should not be allowed to pond which could impact foundations. To limit infiltration into the bearing soils next to buildings, exterior backfill should be well compacted and have a positive slope away from the building for a distance of 10 feet. Roof downspouts and drains should discharge well beyond the limits of all backfill and landscape irrigation should be restricted. LIMITATIONS This study has been conducted according to generally accepted geoteclmical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings located as shown on Figure 1, the proposed type of construction and our experience in the area. Our findings inclnde interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from tllose described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for plalming and preliminary design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued Job No. 104 106 ~tech - 6 - consultation, conduct additional evaluations and review and monitor the implementation of our recommendations. Significant design changes may require additi~nal 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 geoteclmical engineer. Respectfully Submitted, Daniel E. Hardin,P.E. JZA/ksw Job No. 104 J06 ~tech r 104 106 LEGEND: APPROXIMA TE SCALE 1" ~ 250' • EXPLORA TORY BORING 5375 " 19 LOT NUMBER -BORING 3 • BORING 1 ~I @ 1 I"" 1 1 " @ 5370 _ I--,------------+-J 1 " ----, BORIN G 4 5375 f,;\11~· 1 ICY' I---------''''--:----l-j 1 1 @ 1 1 • I BORING 2 5365 "-, I----------""Ii--@ 1 "" 1 " • ® BORING 5 I--------------------~I \ , ® CD EXISTING , .BUILDINGS " ,(TYPICAL) / 5360 ~ - 1 -BORING 6 " >0.. 5370 -------ACCESS EASEMENT HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORINGS Figure 1 .c ~ 0- '" o 0 5 10 15 20 25 30 35 104 106 1 --- o BORING 1 ELEV.= 5377' 15/12 WC=11.7 00=110 4/12 WC=18.3 DO=107 -200=74- UC=1400 4/12 4/12 o BORING 2 ELEV. = 5372' 12/12 6/12 WC=12.0 OD=112 WOH WOH 1 - BORING 3 ELEV.= 5373' 14/12 7/12 WC=lS.0 OD=110 -200=88 3/12 1/12 0--+-1 Note: Explanation of symbols is shown on Figure 4. HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS 0 5 10 15 20 25 30 35 Figure 2 .r: -0- " o 0 5 10 ~ v " 15 LL .c ~ Q. " 0 J1L -20 - 25 30 104 106 BORING 4 ELEV.= 5371' 12/12 10/12 WC=5.3 00=120 -200=29 WOH WOH BORING 5 ELEV. = 5367' 11/12 WC=9.5 DO=112 5/12 WC=18.8 00=103 -200=91 UC=1950 2/12 3/12 1 --- 0 --- 0 1 ------ BORING 6 ELEV.= 5367' .13/12 7/12 WC=8.2 00=107 -200=64 10/12 10/12 11/12 .. Note: Explanation of symbols is shown on Figure 4. HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS 0 5 10 ~ 15 Q) v LL .c ~ "-v 0 20 25 30 Figure 3 l I LEGEND: TOPSOIL; sandy silty clay, organics, firm, moist, brown, upper 8 inches frozen. CLAY AND SILT (CL-ML); sandy, silty sand layers, stratified, stiff and slightly moist to soft and very moist with depth, wet below groundwater level, brown. GRAVEL (GM); silty, sandy, slightly clayey, with cobbles and possible boulders, dense, wet. brown, subrounded to rounded rock. 15/12 0,1 WOH NOTES: Relatively undisturbed drive sample; 2-inch 1.0. California liner sample. Drive sample blow couni; indicates that 15 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches. Free water level in boring and number of days following drilling measurement was taken. Weight of hammer pushed sampler 12 inches. (No blOWS) Depth at which boring had caved when checked on January 17, 2004. Practical drilling refusal. Indicates slolted PVC pipe installed in boring to depth shown. 1. Exploratory borings were drilled on January 16, 2004 with a 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown an the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours on the site pion provided. Logs are drawn to depth. 4. The exploratory boring locations and elevations should be considered accurate only ta the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were mode at the time and under the conditions indicated. Fluctuation in water level may occur with time .. 7. Laboratory Testing Results: WC = Water Content ( % ) DO = Dry Density ( pcf ) -200 = Percent passing No. 200 sieve UC = Unconfined Compressive Strength (psf) 104 106 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure 4 . , r Moisture Content = 11.7 percent Dry Density = 110 pef Sample 01: Sandy Silty Cloy l!': I From:80ring 1 at 1 Foot " 1 0 'iii c 0 ~ "-x 0 w I I~ ~ c '" 0 \ 'iii 1 '" Expansion " L 0. upon E wetting 0 2 u 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 12.0 percent - Dry Density = 112 pef Sample 01: Sandy Silty Cloy l!': From:Baring 2 at 3 Feet c 1 .2 '" ----c ~ 0 0. " ~ X 0 w I ~ R c "- .2 1 f'- '" '" Expansion " L 0. upon E 0 2 wetting u 0.1 1.0 10 100 APPLIED PRESSURE -ksl 104 106 HEPWORTH-PAWLAK SWELL-CONSOLIDATION TEST RESULTS Figure 5 GEOTECHNICAL, INC. r I Moisture Content = 18.0 percent Dry Density = 110 pcl I Sample 01: Sandy Silty Cloy I From:8oring 3 at 5 Feet 0 I r-l t--I I I 1 ~ ~ No movement upon c: 2 "'-wetting 0 ~ 'en 00 w ~ 0- E 3 0 \ <.J 4 0.1 1.0 10 100 APPLIED PRESSURE -ksl Moisture Content = 5.3 percent Dry Density = 120 pef Sample 01: Silty Sand From: Boring 4 at 5 Feet 0 -1-I-r- 1 ~ Compression ~ - c upon 0 wetting 'en 2 00 ~ w ~ 0- E '" a 3 <.J "- 4 0.1 1.0 10 100 APPLIED PRESSURE -ksl 104 106 HEP~ORTH-PAWLAK I SWELL-CONSOLIDATION TEST RESULTS Figure 6 GEO IECHNICAL, INC. I r Moisture Content = 9.5 percent Dry Density = 112 pef I Sample of: Sandy Silty Clay I From: Boring 5 at 1~ Feet 2 ~ c 1 0 ~ .~ c ~ 0 '" Q. I x 0 w I I I r ~ I I § 1 I .~ m Expansion m ~ upon Q. f 2 wetting 0 u 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 8.2 percent Dry Density = 107 pef Sample of: Very Sandy Silty Clay From:Boring 6 at 5 Feet ~ c 1 0 .~ c 0 Q. X 0 W ~ I I c "" 0 1 .~ m Expansion "" m ~ upon Q. 1\ f wetting 0 u 0.1 1.0 10 100 APPLIED PRESSURE -ksf 104 105 HEPWORTH-PAWLAK SWELL-CON SOLI DATION TEST RESULTS I Figure 7 GEOTECHNICAL, INC. l ";"1:,,-----,-r".~.-•. <'J),-'-.• _. ~_ "",'.'"'7_'" rr::'~?,. (."",,-. ,'~ ~." .. ""~." .. ,,, ",. " --, ,,~,-',.,-", ~"-""-,;:,.~ i I' '(, HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 10~ 106 SUMMARY OF LABORATORY TEST RESULTS .. -------- SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED ~IOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COM PRESSI VE SOIL OR BORING DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (ft) (%) (pcf) . (%) «(10) (PSF) 1 1 11.7 110 Sandy silty clay ---.-"-------------- 5 18.3 107 74 1400 Sanely clay and sill 2 0 12.0 112 Sandy silly clay 0 , - .--- 0 5 J 8.0 110 88 Sandy silty clay -' -- 4 5 5.3 120 29 Silty sand ----- 5 I y, 95 l.12 Sandy si I Iy day 5 18.8 103 91 1950 Slightly sandy silty clay -. -- (0 5 8.2 107 64 Very s'lndy 5.iHy clay - -- ._----_. ~tech HEPWORTH· PAWLAK GEOTECHNICAL June 23, 2004 Rifle Ski Corporation Attn: Bob Regulski P.O. Box 9 Rifle, Colorado 81650 Hepworth~Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone, 970·945-7988 Fax, 970-945-8454 email: hpgeo@hpgeorech.com Job No. 104 106 Subject: Gamma Radiation Survey, Proposed Big R Commercial Park, 28485 Highway 6, East of Rifle, Garfield County, Colorado. Dear Mr. Regulski: As requested, we have performed a radiation survey at the subject site. The findings and conclusions of our survey are presented in this report. We previously conducted a preliminary subsoil study for the commercial development and presented our findings in a report dated February 24, 2004, Job No. 104 106. Proposed Development: The proposed development consists of a 16 lot commercial subdivision. The commercial buildings will likely consist oflarge steel frame, metal skin structures and will be serviced by individual wells and septic disposal systems. Site Conditions: The area of the proposed development is located to the east of Rifle and is bordered on the south side by Highway 6. Existing commercial buildings are located on Lots 2 through 6 of the development. The site consists of previously irrigated farmland with irrigation ditches along the northern side ofthe property. The ground surface on the property is relatively flat with a slight slope down to the southwest. Vegetation outside the developed areas consists of scattered brush and trees, grass and weeds. Radiation Survey: A gamma radiation survey was conducted in the development area on June 21 and 22, 2004. Gamma radiation measurements were taken on about 200 foot spacings throughout the property with additional measurements taken adjacent existing buildings to evaluate potential imported backfill using a Ludlum Model 3 survey meter Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Rifle Ski Corporation June 23, 2004 Page 2 and Ludlum Model 44-9 detector. The readings were taken about 2\1, feet above the ground surface. The survey points and readings are summarized on Figure I. The 56 readings ranged from 0.015 to 0.03 millirems per hour with an average of about 0.025 millirems per hour. Background readings taken approximately V. mile to the east ofthe property were 0.02 millirems per hour. Conclusions: The gamma radiation readings taken at the site appear to be typical of natural background levels in the area. No mitigation of the radiation should be required. If you have any questions or need fmiher assistance, please call our office. Sincerely, Jordy Z. Adamson, Jr. Rev. by: SLP JZAlksw .-. -.... , attachment Figure I -Location of Radiation Survey Points Job No. 104 106 ~tech 104 106 APPROXIMATE SCALE 1" = 250' LEGEND: •. 015 .02 .025 RADIATION SURVEY POINT,READINGS IN MILUREMS PER HOUR -- .03 .025 .025 I I : .03 .02 .03 .03 I .03 I I .025 I .02 .02 .025 I .03 I I .025 I T.025 .015 025 I I .025 I I I I .025 I .02 .025 .025 .03 I I I .025 I .025 .025 .02 I .025 I I .03 .025 .025 .03 I EXISllNG I .025 BUILDINGS \ (TYPICAL) < ~I \ . \ .02f _ --;025 .03 .025 025 u~.03 \ \ .015 /' L _-.J V ~ I ---, ~ \ . L_..J ..... 025 \A -ACCESS -... 025 015 \ EASEME .025 .025 ( T v .02 --;:7 .025 .02 NT .02 ,.. I /' ".02 ,.. <: .) / <; .02 .. / .---"7-k ------ - /" .02 "V-~i>--{ 0\\;;(' ,{" .02 .025 HEPWORTH-PAWLAK GEOTECHNICAL, INC. LOCATION OF RADIATION SURVEY POINTS Figure 1 SCS MAPS & TABLES WILDLIFE REPORT AND VEGETATION PLAN , * 140 Kim loam, 3 to 6 percent slopes.!. This deep, well drained, gently to sloping soil is on alluvial fans and benches. Elevation ranges from 5,000 to 6,000 feet. This soil· formed in alluvium derived from shale and sand- stone. The average annual precipitation ·is about 12 inches, the average annual air temperature is about 46 degrees F, and the average frost-free period is about 125 days. Typically, the surface layer is yellowish brown or light yellowish brown loam about 17 inches thick. The under- lying material is light brownish gray loam to a depth of 60 inches. In places the underlying material is stratified with fine sandy loam. Included with this soil in mapping are small areas of Arvada and Olney soils that have slopes of 3 to 6 per- . cent. These areas make up 5 to 15 percent of the map unit. Permeability is moderate, and available water capacity is high. Effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is moder- ate. This soil is used mainly for crops, hay, and pasture. Alfalfa, small grains, and grass or grass-legume mixtures are grown. . This soil is irrigated by flooding or furrows. Sprinklers are also suitable. Drop structures in ditches control water and prevent excessive ditch erosion. The native vegetation on this soil is mainly wheat- grasses, needleandthread, and sagebrush. . When range condition deteriorates, forbs' and shrubs increase. When the range is in poor condition, undesira- ble weeds and annual plants are numerous. Properly managing grazing maintains and improves range condi- tion. Reducing brush improves the range. Seeding im- proves range in poor condition. Crested wheatgrass, western whe~tgrass, and Russian wild rye are suitable for seeding. Preparing a, seedbed and drilling the seed are _ .. good practices. ". ._: ........... _ ......... . Cottontail rabbit, ground squirrel, and pheasant find habitat on this soil. Use of this soil for community development and as a source of construction maierial is limited by low strength. This soil is in capability subclasses IIle, irri!;lated, and IVc, non irrigated. ' RIFLE AREA. COLORADO TABLE 7.--BUILDING SITE DEVELOPMENT--Continued Soil name and map symbol '26* : Rock 'outcrop. 27* • Halaquepts Shallow excavations 28 29 ____________ ,Moderate: , H;ldt : too clayey. I I 30 ________________ 'Moderate: Heldt too clayey, slope. 31----------------Severe: Held t 5 lope I too clayey. "32 ________________ .Se vere : Holderness : slope. Variant : I , , 33. 34 ____________ ISevere: Ildefonso I slope, I large stones. I 35-: I Ildefonso--------1Severe: Dwellings without basements Severe: : shrink-swell, : low strength. , :Severe: : shrink-swell, ! low strength. , · , 'Severe: slope, shrink-swell, low strength. Severe: slope, shrink-swell , low strength. , lSevere: : slope, ! large stones. , · , J : slope, : large stones. : Severe: : slope, ! large stones. , I , Lazear-----------\ Severe: lSevere: I : depth to rock, : slope. : depth to rock, : slope. I , , • 36, 37------------I Severe: Irigul slope, 'Severe: slope, J depth to rock. depth to rock. I I , J I , I I , , , , , I ! 38*: Irigul----------- , '., Severe: slope, depth to Starman----------, Severe: : slope, rock. Severe: slope, depth to .Severe: ! slope, rock. \ depth to rock. \ depth to rock. , , I 39 ________________ 1Sev ere: [Severe: Jerry slope. I shrink-swell, I slope. ~: : ~ ___ j ____________ iSlight ___________ iModerate: Kim : : shrink-swell •. • • , ' . . , , 41----------------IModerate: IModerate: "Kim : slope. : shrink-swell, : : slope. I : , , q2 ________________ 1Severe: Lamphier slope. See footnote at end of table. · , :Severe: slope. Dwell ings with basements Severe: shrink-swell, low strength. Severe: shrink-swell, low strength. Severe: slope, shrink-swell, low strength. Severe: , slope, : shrink-swell, : low strength. • , :Severe: : slope, : large stones. , , I :Severe: : slope, : large stones. . , :Severe: : depth to rock, : slope. I 'Severe: slope, depth to rock. Severe: slope, depth to rock. ,Severe: : slope, : depth to rock. I :Severe: ': slope, . : shrink-swell. , , , , lModerate: I shrink-swell. , , I lModerate: I shrink-swell, : slope. I I lSevere: slope. , , , Small commercial buildings :Severe: : shrink-swell, I low strength. I :Severe: : slope, : shrink-swell, : low strength. , , ISevere: : slope, : shrink-swell, : low strength. \ :Severe: : slope, : shrink-swell, : low strength. I :Severe: : slope, : large stones. · , , , :Severe: : slope, : large stones. I \Severe: : depth to rock, : slope. , , :Severe: : slope, : depth to rock. , , , , :Severe: : slope, : depth to rock. , , :Severe: : slope, : depth to rock. , , lSevere: 1 shrink-swell, 1 slope . , , I lModerate: I shrink-swell, : slope. · , :Severe: : slope. I · , :Severe: slope. Local roads and streets Severe: shrink-swell, low strength. ,Severe: : shrink-swell, ! low strength. , , , lSevere: : slope, : shrink-swell, I low strength. , , :Severe: : slope, : shrink-swell, : low strength. I :Seve re : 1 slope, : large stones. , , I lSevere: 1 slope, : large stones. , , : Severe: : depth to rock, 1 slope. . , lSevere: : slope, 1 depth to rock. , , . , :Severe: 1 slope, : depth to rock. , Severe: slope, depth to rock. Severe: shrink-swell, slope, low strength. Moderate: shrink-swell, low strength. Moderate: slope, shrink-swell, low strength. ISevere: slope. 105 ~IFLE AREA. COLORADO 111 TABLE 8.--SANITARY FACILITIES--Continued Soil name and map symbol Septic tank absorption fields Sewage lagoon areas I , , i9------------------1Severe: Jerry J percs slowly, ~V ! slope. ~~ , ,qo.---_____________ ]Moderate: (im I percs slowly. I , , ' ~l-----------_------:Moderate: Xim : slope, i percs slowly. , ~-___ --------------ISevere: Lamphier I slope. I q3------------------ISevere: • imon I percs slowly, : slope. , q4 __________________ ]Hoderate: ·~orval 1 percs slowly, I slope. I Severe: slope. Moderate: slope, I seepage. , ISevere: : slope. , , , ISevere: I slope. , . , ]Moderate: : slope. , , , lSevere: , , , , slope. .j*: : : ~orval-------------:Moderate: [Severe: : peres slowly, : slope. I slope. 1 \ \ Tridell------------ISevere: [Severe: : slope, : seepage, ! large stones. : slope, I : large stones. , , , , H~ _____ ------------_:Slight-----------:Severe: I'Uhill : I seepage. , , , , (------------------1 Severe: [Severe: Nihil! : slope. I slope, I I seepage. , , , , ] __________________ JSevere: ISevere: Northwater 1 slope, slope. : depth to rock. I ~1, 50--------------1Moderate: vIney I 1 peres slowly. .'" ! , ~1--------------___ -1Moderate: Jlney I percs slowly, J slope. I S2------------------JSevere: ~arachute I slope, depth to rock. "'1': J rarachute----------1Severe: I slope, I depth to I , , Rhone ______________ ISevere: depth to rock. rock. See footnote at end of table. Moderate: seepage, slope. ,Severe: ] slope. I I ISevere: slope, ] depth to : seepage. , , , lSevere: slope, depth to seepage. Severe: slope. rock, rock, , , Trench sanitary landfill Area sanitary landfill : I J Daily cover for landfill ISevere: : slope. I ] Severe: I Poor: ! slope. : slope. , , , , , , , , lSlight-----------1Slight-----------1Good. , , , , , , , , , , , , , , , , , , lSlight-----------1Moderate: lFair: I slope. I slope. Severe: slope. Severe: too clayey. Moderate: too clayey. , , , , , , , , ISevere: lPoor: 1 slope. : slope. , , lSlight-----------IPoor: : ! too clayey . , , ' , , ]Slight-----------]Fair: I I too clayey. , , , , , , , , , I I ]Moderate: lModerate: lFair: : too clayey. I slope. : slope, I : : too clayey. 1 \ I ]Severe: ISevere: lPoor: : seepage, I slope, : slope, 1 large stones. I seepage. ] large stones. I I I , , , , , , I Severe: : Severe: : Poor: : seepage. : seepage. I small stones. I : : :Severe: ISevere: 'Poor: I seepage. : slope, slope, I I seepage. small stones. , , , , I Severe: I Severe: I slope, : slope. : depth to rock. : , , , , Poor: slope. ISlight-----------1Slight-----------Fair: : I small stones. , , , , I : ISlight-----------1Moderate: : : slope. I I I ISevere: slope, I depth to J seepage. I I :Severe: J depth to : seepage. , , , , : Severe: I depth to rock, rock, rock. I ISevere: : slope, : seepage. I I I Severe: J slope, J seepage. I , , IModerate: slope. ,Fair: I small stones, \ slope. , , :Poor: : slope, J small stones-, : area reclaim. , , , , IPoor: I slope, 1 small stones, : area reclaim. , , IFair: 1 small stones, : thin layer, : slope. 1lrLE AREA, COLORADO TABLE 9.--CONSTRUCTION MATERIALS--Continued Soil name and map symbol , , ~~ ~----~-------------IPoor: Roadfill .T"'rry I shrink-swell, I slope, io-~---------------iF:::: strength. ~ I ! low strength. , I ~------------------lFair: ~~m 1 low strength. , , , , 1~-~------------------IPoor: L _ :nphier 1 slope. : I. ------_____________ ]Poor: limon : low strength, : shrink-swell. , , -------------------'Fair: Marva! low strength, shrink-swell , frost action. I:." : ~~rval---------------Fair: low strength, shrink-swell, frost action. Sand Gravel , , , , Unsuited------_______ Unsuited-------------1Poor: : slope, Topsoil : too clayey, : large stones. , , , , Unsuited-------------1Unsuited-------------1Good. : : , , , , Unsuited-------------1Unsuited-------------1Fair: : 1 slope. , , , , , , Unsuited-------------'Unsuited-------------:·Poor: : slope. , Unsuited-------------Unsuited-------------:Poor: I too clayey. : , , Unsuited-------------Unsuited-------------'Good. Unsuited------------- Unsuited-------------Fair: slope. : , tdell--------------IPoor: :Unsuited-------------1Unsuited-------------,Poor: : large stones. : slope, : : large stones. , , I I I I .r --------___________ IGood _________________ 'Unsulted ____ ---------lUnsuited-------------1Poor: h ... hill I :: small stones, \ :: area reclaim. , " , " ·7--------------------'Fair: Unsuited-------------1Unsuited-------------1Poor: lil1 slope. I slope, ~orthwater Poor: slope. " 50----------------Fair: (" ,ey j., I low strength. , , 1--------------------1Fair: I.. .Iey : low strength. , , , 2----________________ 'Poor: '" 'achute slope, thin layer, area reclaim. tQ,'achute------------Poor: he---------------- thin layer, area reclaim. Fair: thin layer, low strength. See footnote at end of table. .J small stones I I area reclaim. , , , IUnsuited-------------1Unsuited-------------1Poor: I [ I slope. , , , , , , lUnsuited-------------1Unsuited-------------1Fair: : small stones. , , , , , lUnsuited-------------1Un3uited-------------1Fair: I I 1 small 3tone3, I 1 slope. , , , , Unsuited-------------1Unsuited-------------1Poor: : I slope, : 1 area reclaim. , , , , : rUnsuited-·-----------1Unsuited-------------, , , , , , , , , , lUnsuited-------------1Unsuited------------- Poor: slope, area reclaim. Fair: slope, s·mall stones. 117 TABLE 10'.--WATER MANAGEMENT--Continued Soil name and map symbol Pond reservoir areas : , , 34------------1Seepage, Ildefonso : slope. , , , , :"": 1 ~~defonso--------1Seepage, I slope. , , , , Jzear-----------1Depth to : slope. , , rock, Embankments, dikes, and levees Drainage Large ,Large , , : , , IThin , , : , , stones---1Slope, I large , , , , , , stones---ISlope, stones. ! large stones, , , , layer-----IDepth to rock, 1 slope. , , 36, 37------------1S10pe, ;igul I depth to IThin rock. : layer~----lDepth to rock , , , , , , jo": : -~igul-----------'Slope, depth , , , , lThin to rock.! , , layer-----!Depth , , , , , to rock Irrigation , , [Slope, : large stones, ! droughty. , , , ISlope, : large stones, : droughty. , , 1 Rooting depth, I slope. , , :Slope, , rooting depth, droughty. : , , Terraces and diversions I Large stones, : slope. , , 'Large stones, slope. , Depth to rock, slope. Depth to rock, slope. Slope, : Depth to rooting depth, 1 slope. droughty. : I I : , , SOIL SURVEY Grassed waterways ISlope, : large stones, ! droughty. , , , :Slope, : large stones, : droughty. : I Slope, ! rooting depth. , 'Slope, rooting depth, droughty. Slope, rooting depth, droughty. ~tarman--________ Slope, IThin layer-----!Depth to rock ,Slope, ISlope, lSlope, depth to rock.: I : rooting depth. 1 depth to rock.: rooting depth. , , , , , r r , , I .---------------Slope----------' Hard to pack---: Slope, I Slope, : Slope, I Slope, Jerry I : peres slowly. I peres slowly. : peres slowly. : percs slowly. qU-~----------iSlope, PiPing-------~-lslope----------lslope----------)Favorable------!Favorable • .. . ~ ! seepage. ! ! : : I I I I I "1---~------------ISlope, Piping---------1Slope----------1Slope----------1Slope----------lSlope . .• 1m I seepage. I I 1 : , '" I I I I I , ~---------------!Slope, Piping---------ISlope----------1Slope----------1Slope----------lSlope. Lamphier I seepage. : : : : : :: I : 43----------------1 Slope----------I Hard to pack---: Peres slowly., : Peres slowly, I Peres slowly---: Peres slowly. lm:)n ! 1 1 slope. ! .slope.: ! I I 'I I .. ----------------lSlope, lFavorable------1Slope----------1Erodes easily, Erodes easily lErod.s easily. "larval ! seepage.! : 1 slope. , , I , .... It: I : : : Morval----_______ 1Slope, lFavorable------1Slope----______ 1Erodes easily, Erodes easily ~ : seepage. I : 1 slope . . I I , , I I I I I tidell---------;.'l Slope, : Large stones, ISlope, /Slope I Slope, I seepage. I seepage. I large stones. : droughty, large stones. I I I 1 large stones. , , , I I , I I Erodes easily. Slope, droughty, large stones. '----------------lSeepage--------1Seepage--------1Slope----------1Slope, ,Favorable------,Droughty. I~ihill : I I ! droughty. 1 1 , , , , , , I , , I , I ~I----------------:Seepage, :Seepage--------1Slope----------1Slope, :Slope----------[Slope, "ihill 1 slope.: I I droughty-. I I droughty. I , , , I , I I I I • , ijA----------------1Slope, [Thin layer-----1Slope----------1Slope----------1Slope----------lSlope. orthwater : seepage.: : : 1 I , . , , , , I I , I I I ----------------!Seepage--------IFavorable------!Favorable--____ 1Favorable------1Favorable------!Favorable. Olney I 1 I ! I : ...... I 1 1 : : : jU, 51------------!Slope, lFavorable------1Slope----------1Slope----------1S1ope __________ ISlope. "'lney I seepage. I I : [ : 1 1 : : : I ,.. ... ----------------1 Depth to rock, : Thin layer-----I Depth to rock, ! Slope, I Depth to rock, : Slope, . arachute 1 slope, : slope. I droughty, : slope. I rooting depth, seepage. rooting depth.: I droughty. , See footnot~ at end of table. STATE OF COLORADO Bill Owens, Governor DEPARTMENT OF NATURAL RESOURCES DIVISION OF WILDLIFE AN EQUAL OPPORTUNITY EMPLOYER Bruce McCloskey, Acting Director 6060 Broadway Denver, Colorado 80216 Telephone: (303) 297-1192 For Wildlife- ForPeople Northwest Regional Service Center 71l independent Avenue Grand Junction, CO 81505 970-255-6\00 FAX: 970-255-6111 February 12, 2004 Ms, Barbara C, Burwell Stuver & LeMoine, P,C, 120 West Third Street Rifle, CO 81650 RE: Subdivision Application for Big R Commercial Park Dear Ms. Burwell: . , . . . Irecentiyhad the chance to visit withRobt:rt Regulski, and to look at the proposed comme,rcialp,ai-k,;sitel. Most of the site is surrounded by other development and is heavily used by vehicle and human 1l'affic. " The field in the northwestern portion of the property probably provides habitat for a few small matnmal species, but the proposed development in this area will not adversely impact wildlife. Normally, the Colorado Division of Wildlife provides comments to cities and counties for land use referrals after a wildlife assessment has been completed, but due tuthe small size and current disturbance on this property. a wildlife. assessment may not be needed. Thank you for the opportunity to provide comments for this land use proposal. If you have any questions, please contact me. Sincerely, PonfJ U~ Ron D. Velarde Northwest Regional Manager cc: J. Smeltzer; D. Riggs; B. Gray; File RECEIVED n:s 1 7 1004 DEPARTMENT OF NATURAL RESOURCES, Russell George, Executive Director WILDLIFE COMMISSION, Rick Enstrom, Chair. Philip James, VlCe-Chair • Olive Valdez, SecretaI}' Members, Bernard Black • Tom Burke. Jeffrey Crawford. Brad Phelps. Robert Shoemaker. Ken Torres Ex-Oflicio Members, Russell George and Don Ament NOXIOUS WEED MANAGEMENT PLAN The Big R Lot Owners Association and the individual Lot Owners shall implement and follow a program of noxious weed management aimed at the control and elimination of plant species included on the attached Garfield County Noxious Weed List. Each Owner shall implement a weed management program within the area of his Lot. In the event a Lot Owner fails to effectively control noxious weeds on his Lot, the Association shall have the right to enter upon the Lot and conduct a weed control program. The weed management plan will consist of the following components. I. Prevention and Control. The quick revegetation of disturbed areas with weed-free grass seed and the maintenance of native or introduced vegetation in a healthy, vigorous condition producing optimum vegetative densities will leave noxious seeds little opportunity to establish. 2. Inventory. Each Lot will be inspected at least annually to identifY any infestations of noxious weeds. An accurate record will be kept of the application and success of weed eradication efforts. 3. Eradication. Elimination of noxious weeds will be achieved through the use of all of the following methods, as necessary: A. Mechanical controls to physically remove the entire weed plant or eliminate the plant's ability to produce seed. B. Biological controls relying on organisms (insect or plant pathogens) to interfere with weed growth. C. Chemical controls using herbicides to eliminate weeds. A current weed inventory is attached. At present, noxious weeds identified on the property include a stand of Russian Olive trees located along the north and east property boundary and along the internal roadway. Additionally, three stands of Russian Knapweed are located on the property. The Noxious Weed Management Plan for the property will be used to contain the spread of Russian Olive trees and eliminate the Russian Knapweed. Mechanical controls currently used for weed eradication include frequent mowing and use of herbivores such as cattle and goats. Chemical controls are also used. The property is enrolled in the Garfield County Weed Cost Share program. BIG R COMMERCIAL PARK SUBDIVISION WEED INVENTORY -7/13/04 KW = Russian Knapweed X = Russian Olive Tree GARFIELD COUNTY NOXIOUS WEED LIST Common Name Leafy spurge Russian knapweed Yellow starthistle PlumeIess thistle Houndstongue Common burdock Scotch thistle Canada thistle Spotted knapweed Diffuse knapweed DaImation toadflax Yellow toadflax Hoary cress SaItcedar SaItcedar Oxeye Daisy Jointed Goatgrass Chicory Musk thistle Purple loosestrife Russian olive .' Scientific Name Euphorbia esula Acroptilon repens Centaurea solstitallis Carduus acanthoides Cynoglossum officinale Arctium minus Onopordum acanthium Cirsium arvense Centaurea maculosa Centaurea difJusa Linaria dalmatica Linaria vulgaris Cardaria draba Tamarix parviflora Tamarix ramosissima Chrysanthemum leucantheum Aegilops cylindrica Cichoium intybus Carduus nutans Lythruam salicaria Elaeagnus angustifolia ACCESS PERMITS Page I of3 Barb Clifton From: Roussin, Daniel [DanieI.Roussin@DOT.STATE.CO.USj Sent: Tuesday, December 06, 2005 3:42 PM To: Barb Clifton Subject: RE: Big R Commercial Park Subdivison Barb -Thank you for letting me review this and this appears to be good. If you have any additional questions about access permits, please contact me. Dan Roussin R3 Permit Manager -Traffic From: Barb Clifton [mailto:bclifton@rof.netj Sent: Tuesday, December 06, 2005 3 :40 PM To: Roussin, Daniel Cc: 'VanDomelen, Peter' Subject: Big R Commercial Park Subdivison Dan, Thanks for talking with me today regarding the proposed covenants for the Big R Commercial Park Subdivision. have revised the covenants per our conversation. Specifically, I deleted the square footage limitation on the building permit trigger for a trip generation estimate and clarified the need for a traffic study at a 20% increase over the existing permit. Please review and let me know if these are acceptable. I will need your written approval (e-mail is fine) for final plat submission to the County. Thanks again. Barb ARTICLE XII ACCESS AND UTILITIES 12.01 Access. Declarant has dedicated as a public right-of-way the road identified as Big R Road and as shown on the final plat of the Subdivision and assigned to the Association the two Colorado Department of Transportation Access Permits for the Subdivision. Public access to and from Big R Road is via State Highway 6 & 24 pursuant to Colorado Department of Transportation ("COOT") Access Permit No. 399020. Public access to and from Lot 1 also is currently available via State Highway 6 & 24 pursuant to COOT Access Permit No. 399019 and a historic unpermitted access. The historic unpermitted access may be eliminated upon the upgrade of any COOT permits. Permit No. 399020 provides for 200 average daily trips for general light industrial use. Permit No. 399019 provides for 200 average daily trips for 60,000 square feet of warehousing. New permits in compliance with current COOT regulations and the current State Highway Access Code (2 CCR 60 1-1) will be required as set forth below. 12.02 COOT Permit Compliance. The Association shall be responsible for monitoring compliance with the terms of the permits and obtaining new or amended permits if and when necessary as set forth below. Prior to the submission of an applicatiqn for a new building permit on any of the Lots, the Association shall obtain a trip generation estimate from a registered professional engineer using methods approved by Institute of Transportation Engineers for the new building and its proposed use. The trip generation estimate and the most recent up-to-date count of the actual average daily trip 8/24/2006 Page 2 of3 analysis shall be supplied to Garfield County with any building permit application. lfthe addition of the trip generation estimate to the actual average daily trips exceeds 20% of the permitted average daily trips for the related access under the then-existing permit, the Association shall obtain a traffic study from a registered professional engineer and new permit(s) from CDOT as necessary. The Association shall be bear the cost of the traffic counts, trip generation estimates, traffic studies, new permits, and any other improvements necessary to comply with the permits, including but . not limited to professional fees and construction costs. Depending on the results of the traffic study, required improvements may include left-turn deceleration lanes, right-turn deceleration lanes, left-turn acceleration lanes, right-tum acceleration lanes, signalization and elimination or relocation of one or more access points. The Association shall then allocate those costs to each Owner in proportion to the actual average daily trip limitations for each Lot set forth in Section 12.03. Costs of the traffic counts, traffic studies, new permits, and any other improvements necessary to comply with a new or amended permit providing access only to Lot I shall allocated solely to Lot 1. 12.03 Maintenance of Big R Road. Declarant is responsible for constructing the public right- of-way identified on the final plat as Big R Road to Garfield County standards for a minor collector road. Actual average daily trips for a minor collector road cannot exceed 2,500. Lot limitations for actual average daily trips on Big R Road are as follows: Lot 1 -200; Lot 2-400; Lots 3 through 10, inclusive -200 each. The Association has the right to conduct periodic traffic counts to determine that the Lot limitations are observed and to take any action necessary to enforce compliance with the limitations. The Association also shall maintain and repair Big R Road. Maintenance services for which the Association shall be responsible include, without limitation, snow and ice removal, sanding, resurfacing, striping, painting, and similar services, as well as ne~essary landscaping. 12.04 Maintenance of Easements. Declarant is responsible for constructing the Emergency IngresslEgress as shown on the final plat of the subdivision. The Association shall maintain and repair the Emergency IngresslEgress as well as the Fire Tank Access as necessary. Maintenance services for which the Association shall be responsible shall include, without limitation, snow and ice removal, sanding, resurfacing, striping, painting, and similar services, as well as necessary landscaping. 8/2412006 . Page 3 of3 12.05 Utilities. Declarant hereby establishes for the benefit of each Lot and all Lots within the Subdivision nonexclusive, common and perpetual easements for the location of utilities, including but not limited to water, sewer, electricity, gas, telephone, teleconnnunication, and cable service. The location of such easements shall be in conformity with the final plat for the Subdivision. 8/2412006 t bLORAOO DEPARTMENT OF TRANSPORTATION ) ,rATE HIGHWAY ACCESS PERMIT rtfee Permittee; I Date of transmittal $100.00 April 12, 1999 Rifle Ski Corporation Bob Regul~ ki 28485 Highway 6 & 24 Rifle CO 81650 COOT Permrt No. 399019 State Highway No/Mp/Side 006A/ 94.679/ 1 Region/SectionJPatrol Local Jurisdiction 312110 Garfield county The Applicant; Rifle Ski Corporation Bob Regul!l ki 28485 Highway 6 & 24 Rifle CO 81650 hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in )dance with this permit, incJuding the State Highway Access Code and any attachments, teons, conditions and exhibits. This permit may be revoked by e ~uing authority ir at any time the permitted access and its use violate any parts of this permit The issuing authority, the Department and their duly hted agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the rm(t. ~' ~------------------------------~-----------------------------; lcation: , On the north side of SH 6 , 24, a distance ~f~feet east from HP 94. :~e-s-s~t~o-=P~ro-v-i~d~c-=S-e-Iv~ic-e-t~o----------------------------------~~4r-~--------------------------------------i General Light Industrial 200 ADT 100 :r terms and conditions: See Attached Sheets I·' 'ICIPALITY OR COUNTY APPROVAL lOulred only When the appropriate local authority retains Issuing authority. Date Tille . the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained , r'n. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from ' b"don. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to i ,used. 1 }ennittee shall notiiy Pete Holman with the Colorado Department of Transportation N.fle at 970-625-2286 at least 48 hours prior to commencing construction within the State Highway right- way ~ J.1t!!rson signing as the permittee must be the owner or lega! representative of the property served by the permitted access and have fua authority to ';f • the permit and it's tenns and conditions. ir "lermi! is not valid until signed by a duly authorized representative of the Department. )LIJRAD DEPARTMENT OF TRANSPORTATION ". strIbuUon: ~ Required: 1.Region 2.Applicant J.Sta(f Access S8dion Date (of issue) .r'J InspecIo< Traffic Engineer Previous Edfttons .re obso4ete .nd may not be used COOT Form #101 8198 State Highway Access Pennlt, Standard Conditions This Fonn Is Attached to Each Access Pennit Issued Beginning August 31, 1998. Form 101b .-The rollOVwing paragraphs are excerpts of the Stale Highway Access Code. These are proYlded for your convenience but do nol alleviate compliance with ali sections of the Access Coda. A copy of the Stale Highway Acct:tsa Code Is available from your locellssuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was Issued. the Issuing authority made ils decision based in part on Information submlHed by the applicant. on the access category which Is assigned to the highway, what altematiYe 'Ccess to other public roads and streets Is ayailable, .. d safety and design sllillndards. Changes In use or design not approved by the permIt or the Issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the permittee Of appUcant object to the denial of a permit application by the Department or object to any of tha terms or conditions of a permit placed thera by the Department, the applicant and permlHee (appellant) have a right to appeal the decision to the [Transportallon] Commission [ofCo[orado]. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado wKhin 60 days of transmiHal of nollce of denial or transmittal of the permit for signature. Submit the requesllo the Transportation Commls5ion of Colorado, 4201 Eest Arkansas Avenue, Denver, Colorado 80222-3400. The request .. hal/Include reasons for the appeal and may include changes, revisions, or conditions thai would be acceptable to the permittee or appDcant. 2. Any appeal by the applicant or permittee of action by a IOC&[ Issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 3. In submiHl'l) the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Department's internal administrative reYlew committee pursuant to [Code] subsection 2.10. When such commiHee review is requested, proce&sing of the appeal for formal admlnlstnrtHe hearing, 2.9(5) and (6), shall be suspended until the appellant notifl&s the Commission to proceed with the admlnistralive hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal. The two administrative processes, the Internal administrative review committee, and the administrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrative reviews or negotiaiions with the Oepartm~ or the intemaladmlnistratlve revlBIN ~rmpudin1llraW!iiilJr.E'lr.'lhiedfQml;~tftlE'lI!mrif: ar-EdaniaL..;ru.~':lr~~+U ~ 1tAe """llmwiw'wil.$·lJ~:::mmrr·ro'tRto -:::Ollill .......... ,~ '!D"""i.. ~ring. ~ tlppeal.~ust be brc~ghl t~ the ~mm.ission .rra ~'. , within 60 days 01 transmittal of notice of denial or transmittal of the permit. PERMIT EXPIRATION 1. A permit shall be conaidered expired If the access Is not under construction within one year of the permit Issue date or before the expiration of any authorized extension. When the permittee II unable to commence construction wlthln ona year after tha permit Issue date, the pennlttee mayrequesl a one year eXlem.icn from the Issuing authority. No more than two one-year axtensions may be granted under any clrcumstanoes. If the acce88 I, not under construction within three years·from date of Issue the permit wUI be considered expired. Any request for an mention must be In writing and submitted to the I •• ulng authority befo", the permit expires. Th. request should .tat. the reason. Why the extanslon I. necea.sary, when oonstructlon la anticipated, and InclUde a copy of page 1 (faa. of permit) of the access permit. Extenalon approval •• hall be In writing. The locallsaulng authority shall obtain the concurrenoe of the Department prior to the approval clan extension, and shall notify the Department of all denied extensions within ten days:. Any person wlahlng to reestablish an aocflSs permit that has 8xpted may begin again with the application prooedurn. An approved Notice to Proceed, lIulomatlcally renews the acceaa permn for the period of the Notice to Pf'QCflld. CONSTRUCTION 1. Construcllon may not begin until a Notice 10 proceed Is approved. (Coda subsection 2.4] 2. The construction cJ the acC6S1 Rnd Its appurtenances as rvqulred by the terma and oondiUoas of the permit shell be completed at th. expenae of the permittee except as provided In lIubseotlon 2.14. All materials used In the oonstrucllon of the acesa. within the highway right-of-way or on permanent eaaements, become public property. AnV materials removed from the hIghway right-of-way wlll be disposed of only al directed by the Department All fenCing, guard rail, traffio control deYI~ and other equipment and materia. removed In the course of access construction shall be given to tht Department unrest olhetWtae nstructed by the permit or the Department In$peclor. 3. The permlttee aheU notify the ndlylduaJ ortha office &pacified on the permit or Notice to Proceed at iant two wcri<lng deys prior to any construction within ..tate highway right-of-way. Construction of the leeelS sha' not proceed until both the access permit and Ile Notice to Proceed are IS$Ued. The access shall be completed In an expedHious and sale manner and shall be flnllhed wiIlln 45 days from Inftlalloll of construction WitWn the IUghway right-of-way. A construction time extension nol: to exceed 30 WQfting days may be requested from the Indlyldual or office specified on the permit. 4. The issuing authority and the Department may Inspect the access during construc:tl.oo and upon completion of the Icce ... to ensure that aU terml and ccndltJons of the pennlt are met. Inapactcra a .... ~"'b .. ~'the~~~~twnn; ...... UWA .. Ju ~'!r:.'r.;tt"1ltW ~.'IIiIIIiIr-.-.~ waV1Tnrl.-uoTrDt t:amply wtth me -provrsror. 1ft" the"pemrit, thet connlct with concurrent hlgh'NliilY construction or mr~-'enr-ie ·-·k, ---t e· -I"'~.tllt-11'1 ~)Pf~· , natural or cuttural resources protected by law. or the h6llllh and safety of workers or the public;·" 5. Prior to using the access, the pelmlttee Is required to complele the construction Iilooardlng to the tennl and conditions of the pllrmll Failure by ttl. permittee to abide by aU parmlt temu. and co~dftlonl ahall be sufficient cauae for the Department Dr Issuing authority to InltJate action to luspend or revoke the permit snd oloss tho a0ce8s. If In the determination of the Otiparitnent or Issuing authority the failure to comply wlth or oomplete the construction requirements of the pennll create a highway safety hazard, suc:h shall be .sullclent cauae for the summary auapension of the permtt.1f the permittee wl8hal to use the acoeH prlorto completion, emlOgement& must be approved by the IAlulng authority and Department and Included In the permlt. The Department or Issuing authority may order a haft to any unauthorized use of the access pursuant to statutory and regulatory powers. Reconstruction or Impl"OVomant of the access maybe required when the permittee haa Called 10 meat required speclficatlona of design or materials. If any construction element faUs wlthln two yearS dl!e. to Improper construction or malarial speclflcatIons,.the permittee shaD be raaponclbla· for all rapalnl. Falfur. to make auoh repairs may result In &uspenllon of the permit and closure ortha sccelL 6. 10e permittee ahall provfde construction tnmiG control devlcea at all times during acc::eu constnction, In oonformance with the M.U.T.C.D. as required by &action 42-4-104, C.R-S., aa amended. 7. A utlJlty permtt shall be ormlned for any ullJlt) work wllhln hlgh~y right..,f-way. Where neco_ry 10 remove, rel~te, or repair iii traffio control device or public or private utilities for the conatlUotion of a permltiaJ access, the relocation, removal or repair ahall be accomplished by the permittee Without cost to the Department 01 Issuing authority, and.1 the dlractlon of tha Department or utility company. Any damaiJ8 to tho state highway or other publlo right-of-way beyond that which Is all0'N8d In the permit ahaD be repaired Irrvnedialely. The permittee II reapanslble for the Nlpslr of any utility damaged In the COUl1I.e of aoceu construotlon, reconstruction or repair. 8. In the event It bscQmes ntc8ssary to rerno..,.:l any right-of-way fence, the posta on either .Ido altho 800GS8 $hall be securely braoed with an approved end post before the fenca Is out to prevent any slracldag of the remaining fence. All pos.ta and wire removed are Depal1ment property and &haJJ be turned over to. representative of the Department. 9. The permittee ahalJ" ensure th.t a oopy of tnu permit Is available for revlllw at the construcUon elte Qt 0.11 Urnes. The ptlfmit may require the oontractorto RoUty tnt) Individual or office specffi.d on the permit at any ap&olilad phases In oon$tructlon to allow the field Inspectar to Inapect various aspects of cooslNction auch all oonorSUi famls, subbaae" base cotn. ccmpaction,>and malarial&. ................... _"'-----"3IIdaJet~ .. ~ =-• .,..'0:::::11 $ it _ 'iIW: "-"",,"'meet unanlR:ipaIa<I_ umdnionG. 10. Each aCCttsS shall be constructed in Q III that shall not cause water to enter onto the roadway .houlder,and ,hall not Intenere with the existing dra system on the rlghl-of-way or any adopted m . .mlcipa system and drainage plan .. 11. By accepting the pennlt, permtuee agree .aye, Ind.mnlfy, and hold harml.s to the eldenl aile by law, the ISiulng Iiiluthority, the Department. It I offi. Rnd employee. rrom IUlts, actiorw. claims ohny typ character brought ~U$8 of Injurlea or damage luatalned by any person resulting from the permlttlM use of the acceas permit during the construdlon of II accasa. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. tt II. the responsibility of the property owr and pell"illttH to ensure that the use of the access te property Is not In vlol,tlon of the Code, pennit terrn .. conditions orlheAd. The terms and oondftlala of al pennlt a,", binding upon alla6Slgna, 8ucoesso .... ln- Interest, hIilina and occupants. 11 any signtficanl chaO! are mada or will be mada In the uae of the property \ wlU affect IilOcaaa operation, trvfl1c volume and or vel type, Ih. pannlttee or property owner ,hall contact U locallu ..... g authority or the Department to detennin naWacceu permit and modlficationa 10 the acee" I required. 2. When an access Is conltrucled a USO<.l I violation of the Code. aection 43-2-1-47(5)(c), C.R.S. the Act appllea. The Department or luulng authority aummari/y luapend IiiIII eccess pennit and irrrnedlatf order clOlure of the ~SI when III continued use presents an Immediate threat to publlo health. we!fal IiIIfaty. SOOlmilry suspension shall comply w1h anicl lIt1e 24, C.R.S. MAINTENANCE 1. The pemili&il, his or her heirs, auCCeES( Interest, 8IIaigna, and ¢9cupants of the propcu1y sen by the acc •• , ahaU bt (espona/ble for meet/ng the tt and condllons of the permit, the repair and malnle", of the aCQ).1 beyond the edge of the roadway Inclue any cattle guard and gate, and the removal« ChUlf11 of anow cr Ice upon the access even though deposit the BCC81S In the COln8 of Department snow remov operations. Within unincorporated areas the Departr will keep ,ooe •• culvtrt. clean as part of manlenano the hlghY-4lY drainage system. However, the permitt( responalble for the rapalr and replacement 0( any ec related Mert. within the right-of.way. Within Incorporated areas, eralnage reaponslbllltiea for munlclpaltlea are detarmlned by statute and locel ordinance. The Oepurtment will maintain the roadwa InclUding auxiliary lane. and shOlJlders, except In Ih( cases whare the access InstallatJon has faUed due Ie Improper acc,," construction andlor failure to foJlow permit requirements and speclOcatlona In wtioh cas. permittee shall be responsible for such repair. My alQnlficant rapafrs:auch as cu! .... ali-raplaeama-rt" ........ faCk ... CI""~ -In de:s:igrI or IF 4ftlili na, ........ , F .,~",--Dt f1II ... a . ;f /1 STATE HIGHWAY ACCESS PERMIT #399021 Issued to Rifle Ski Corporation TERMS AND CONDITIONS I. If there are any questions regarding this pennit, please contact Mike Smith at (970) 248-7231. April 12, 1999 2. A Notice to Proceed, CDOT Form 1265 is required before beginning the construction of the access or any activity within the highway right -<>f-way. All submittals, documents, plans and other items that must be completed, shall be submitted and approved before a Notice to Proceed will be issued. Contact the Department (or local issuing authority) for the Notice to Proceed. 3. The following items are required before a Notice to Proceed will be issued: . (a) Construction Plans Stamped by a Colorado Registered Professional Engineer. (b) Certificate ofInsurance Liability as per Section 2.3(1l)(h) of the Access Code. (c) Traffic Control Plan 4. The· Permittee shall refer to all additional standard requirements on the back of this pennit and any enclosed additional terms, conditions, exlubits and noted attaclunents. 5. Upon completion of the access, the applicant shall notify the Access Manager by certified mail within 10 days at: Colorado Department of Transportation Mike Smith Region 3 -Access Manager 606 South 9th Street Grand Junction, Colorado 81501 6. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based in part upon the informatiou submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit Any changes in traffic volumes or type, drainage, or other operational aspects may render this permit void, requiring a new permit to be applied for based upon existing and anticipated future conditions. 7. This permitted access is only for the use and purpose stated in the Application and Permit 8. Nothing in this permit sball prohibit the chief engineer from exercising the right granted in CRS 43-3-102 including but not limited to restricting left hand turns by constroction of physical medial separations. 9. Water, sanitary, sewer, gas, electrical, communication, landscaping, and telephone installations will require individnal additional permits. 10. The Permittee is responsible for obtaining any necessruy additional federal, state and/or City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. . 11. Any work within State Highway right-<>f-way shall begin after 8:30 AM. and all work and equipment shall be off the highway BEFORE 3:30 P.M. each day. 12. No highway lane closures or one-way traffic will be allowed. 13. No work will be allowed at night, Saturdays, Sundays and legal holidays without prior authorization from the Department The Department may also restrict work within the State Highway right-<>f-way during adverse weather conditions. 14. It is the responstoility of the Permittee to prevent all livestock from entering the State Highway right -<>f-way at this access location Any livestock that does enter the highway right-<>f-way shall be the sole responstOility of the Permittee. 15. In the event the landscaping becomes unsightly or considered to be a traffic hazard, The Department may require • - . that it be removed promptly by the Permittee and at no cost to the Department 16. Landscaping shall not Obstruct sight.distance at any State Highway access point 17. A fully executed complete copy of this pennit must be on the job site with the contractor at all times during the construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the department inspector or the issuing authority. -2- II STATE HIGHWAY ACCESS PERMIT #399019 April 12, 1999 Issued to Rifle Ski Corporation TERMS AND CONDITIONS(cont'd) 18. Swvey markers or monuments found in state highway right-of-way must be preserved in their original positions. Notify the Department at (970) 248-7220 immediately upon damage to or discovery of any such mad<ers or monuments at the work site. Any survey markers or monuments disnubed during the execution of this permit shall be repaired andlor replaced inunediately at the expense of the Permittee. 19. It shall be the responsibility of the Permittee to verify the location of the existing utilities and notify all utility owners or operators of any work that might involve utilities within the State Highway right-of-way. Any work necessary to protect existing permitted utilities, such as an encasement will be the responsibility of the Permittee. Any damage or disruption to any utilities during the construction shall be the Permittee's responsibility and shall be repaired or replaced at no cost to the Department 20. Any damage to any present highway fucilities including traffic control devices shall be repaired inunediately at no cost to the Department and prior to continuing other work. Any mud or other material tracked or otherwise deposited on the roadway shall be removed daily or as ordered by the Department inspector. 21. Areas of roadwayandlor right-of-way disturbed during this installation shall be restored to their original conditions, to insure proper strength, drainage and erosion control. 22. Any incomplete construction activity on the State Highway that must be left overnight, shall be barricaded and signed in accordance with the Manual on Uniform Traffic Control Devices and other applicable standards. 23. Open cuts, which are 6 inches in depth, within 30 feet of the edge of the State Highway traveled way, will not be left open at night, on weekends, or on holidays. 24. No more than 6 feet of trench areas shall be opened at any one time. Open trenches and other excavations within the State Highway right-of-way shall be backfilled andlor paved before 3:30 P.M of each working day or be protected in accordance with the MU.T.C.D. . 25. The area around the new work shall be well graded to drain, top soiled, fertilized, mulched and re-seeded in accordance with the Departroent standard specifications. 26. When it is necessary to remove any highway right-of-way fence, the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with the Department's M.{j()7-1 standard, before the fence is cut, to prevent slacking of the remaining fence. All posts and wire removed shall be returned to the Department 27. All excavations for utility lines, culverts, trenches or tunnels shall meet the requirements of the Occupational, Safety and Health Administration (OSHA), Colorado Industrial Commission, Colorado Division of Mines or the Colorado Department of Transportation, whichever applies. 28. The access shall be constructed petpendicular to the travel lanes of the State Highway for a minimum distance of 50 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2% grade fur a minimum of 20 feet If cmb and gntter are present, the slope shall be calculated from pan line to pan line. Any revisions to this requirement shall be subject to Department review and approval prior to commencement of any work within the highway right-of-way. 29. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 30. Pursuant to section 4.10.2 of the State Highway Access Code, the access roadway shall not exceed a maximum grade of 10 percent within the highway right-of-way, as measured 50 feet beyond the pavement edge and extending to the right-of-way line. The access vertical grade shall be designed and constrncted in conformance with the Department M & S standard M-203-1. . -31. The design of the horizontal and vertical sight distance shall be no less than the minimum n:quirements, as provided in section 4.9 of the State Highway Access Code, 2 CCR601-1. 32 .. All required access improvements Shan be installed prior to the herein-anthorized use of this access. 33. The access shall be surfaced immediately upon completion of earthwork construction and prior to use. -3- t' STATE HIGHWAY ACCESS PERMIT #399019 Issued to Rifle Ski Corporation TERMS AND CONDITIONS(cont'd) April 12, 1999 34. Compaction of subgrade, embankments and backfill shall be in accordance to section 203.07 of the Department's standard specifications. 35. The surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than CDOT Aggregate Base Course, Class 6. 36. Slopes shall be at a 6: I ratio on the roadway and a 6: I ratio on the approach. 37. No drainage from this site shall enter onto the State Highway travel lanes. The Permittee is required to detain all drainage in excess of historical flows and time of concentration on site. 38. All existing drainage structures sha1l be extended, modified or upgraded, as applicable, to accommodate all uew construction and safety standards, in accordance with the Department's standard specifications. -4- tLORADO DEPARTMENT OF TRANSPORTATION COOT Pennit No. .ATE HIGHWAY ACCESS PERMIT 399020 State Highway No/Mp/Side 006A/94. 594 / I 'fee . r Date of transmittal I R egionlS ection/P atrol Local Jurisdiction S100.00 April 12, 1999 3/2/10 Garfield County Rifle Ski Corporation Bob Regul.3ki 28485 Highway 6 & 24 Rifle CO 81650 Rifle Ski Corporation Bob Regul!lki 28485 Highway 6 & 24 Rifle CO 81650 ereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in l ~nce with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by issuing authority if at any time the permitted access and its use violate any parts of this permit The issuing authority, the Department and their duly , led agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the "it On the north side of SH 6 , 24, a distance east from MP 94. to to General Light Industrial 200 ADT 100 ,terms See Attached Sheets •. ~IPAUTY OR COUNTY APPROVAL 'uired only when the appropriate local authortty retains·issuing authortty. I .ae signing of this permit the agrees to terms and contained ,1-All construclion shall be completed in an expeditious and safe manner and shall be finished within 45 days from ruon. The permitted a= shall be completed in accordan<:e with the terms and conditions of the permit prior to L ,sed. • .rrnittee shall notify Pete Holman with the Colorado Department of Transportation ~ ~le at 970-625-2286 at least 48 hours prior to commencing construction within the State Highway right- '3V erson signing as the pemUttee must be the owner or legal representative of the property served by the permitted access and have full' authority to f ! permit and it's terms and conditions. r -mit is not valid until signed by a duly authorized representative of the Department. DRADO OF nON I' tbuUon: Required: i.Region 2.Applicant 3.Statf Access Section copies as necessary for: L=, Authority 'nspect'" MTCE Patrol Traffic Engineer I I Prevfous Edlttons are obsolete and may not be used COOT Form #101 8198 State Highway Access Pennlt, Standard Conditions This Form Is Attached to Each Access Pennit Issued Beginning August 31, 1998. Fonn 101b The following paragraphs are excerpts of the Siale Highway Access Code. These are provided for your convenience but do nof alleviate compUance 'Nilh all sections orlhe AcC8$s Code. A copy of the State Highway Access Code Is.avallable from your local issuing authority (local government) or the Colorado Department or Transportation (Department). When this permit was issued, the l5Sulng authority made ils decision based In part on Information submitted by the applicant. on the access category which Is assIgned to the highway, what alternative Iccess to other public roads and streets Is available, Md safety and design standards. Changes In use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the permittee or applicant object to the denial of a permit application by tho Departmant or object to any of the terms or condilions of a permit placed there by the Department, the applicant and permittee (appellant) have a right to appeal the decision 10 the [Transportal on) Commis&lon [of Colorado]. To appeal a decision, submit a request for administrative hearing to the TranSpol1alion Commission of Colorado wilhin 60 days. of transmittal of notice of denial or transmittal of the permit for sgnature. Submit the request to the Transportation Commission of Colorado, 4201 East Mansas Avenue, Denver, Colorado 80222-3400. The request shall Include reasons for the appeal and may Include changes, revisions, or condttlons that would be acceptable to the permittee or appHcanl. 2. Any appeal by the applicant or permittee of actlon by a local Issuing authority shall be flied with the local authority and be consistent wtth Ihe appeal procedures of Ihe local authority. 3. In submitting the request for administrative hearing, the appellant has the opt/on of including within Ihe appeal a raquesl fey a review by the Department·s Internal administrative review committee pursuant to [Code] subsection 2.10. When such committee review Is requested, processing of the appeal for formal administratNe hearing, 2.9(5) end (6). shall be suspended unlil the appellant notlflBs the Commission to proceed wilh the administrative hearing. or the appellant submits a request to the Commission or the administrative law judge to v.ithdraw the BPpaal. The to.vo administrative processes, the Internal administrative review committee, and the administrative hearing. may nol run coocurrently. 4. Regardless of any communications, meetings. adminlstraUve ",views or negotiations with the Department or the internal administrative review Committee regarding revisions or objections 10 the permit or a denial,lf the permittee or applicant wishes to appeal the Departmenrs decision to the Commission for a -~g, the appeal must be brought to t_he Commission :~~ within 60 days of transmittal of notice of denial or transmittal of the permit. PERMrr EXPIRATION 1. A permit shall be c:onalderad expired if the access Is not under construction wilhln one year of Ih. permH bt,sue date or before the expiration of any authorized el.(lenaJon. When the pennlttH J, unable to commence construction within one year alter the permit issue date, the pennltt •• may request II one year extension from the Isaulng authorHy. No more than two one-year extenaJQnl may be granted under any circumstances. ff the acca" I, not under conltructJon within three yeanffrom date of Inue the Plrmlt wlll be consld41red expired. Any request for lin extenilion must be In writing and SUbmitted to th.lsaulng authority befo",_ the pennlt expires. Th. request should atate the reasons why the extension Is necessary, when DOl]struotlon II' anticipated, and Include a copy of page 1 (faD. of permit) of tha aCOSss permll. Extension approval •• hall be In writing. The local ,"ulng authority shall obtain the concurrence of the Department prior to th. approval dan extension, and ahalilloUfy the Department of all denied extensions within tan days; Any peraon wIIhlng to restabllsh an aoctl$ permit thlit has expied may begin again with the appicatlon prooedures. An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Pl'OOMd. CONSTRUCTION 1. Construc!lon may not begin unlJ/ a Notice 10 Proceed Is approved. (Code subs!"ctlon 2.4] 2. The construction dthe access and Its appurtenances as required by the terms and condltiODs of the permit shall be completed at the expon"ae of the permittee except as provided In subaaotJon 2.14. All materials used In the oonstrucllon of the 8COn. within the highway right-of-way or on permanent GaMments, becoma publlo property. Any materials removed from the highway right-of-way will be dillposed of only aa dlrecCed by the Department All fencing, guard rall.lrafflo control devicat and other aqulpment and materlals removed h the course of accesa oonstruction shall be given to the Department unleu otherwlaa inatrucled by the permit or the Department Inspector. 3. The permiHee shaU notify the individual or the office specified on the permit or Notice to Prooeed alBast two woridng days prior to any construction within atall highway right-of-way. Construction or the accaas aha' not proceed until both the access permlt and the Notice to Proceed are Issued. The acceallshall be compJeled I" an expedHious and Isle manner and shall be f1nlahed Witlln 45 days from InitlaUolI 0( cona1ructlon within the highway right-of-way. A construction time extenaJon not to exc.ed 30 working days. may be requested from the Individual or office specified on the permit. 4. The aulng authority and the Department may Inspect the acce'Ss during oonatructloo and upon completion of the acceas to ensure that aU tarma and conditions of the permit are mat. Inspectonl are authortzed to enforce the oondltlona of the permit during construction and to halt any aot/vltle6 Within atate right--of· way that do not compi). with the provlslori. of the permit, that conflict with concurrent highway conslructlon or -.,al--·-na-' w--' ... 'r-----anr'.-..,lQ8' ~~gh~y ':-1el"'-- natural or cultural resources protected by law. or the h&Qllh and safety of worke~ or the public; 5. Prior to using the access, the pennlH" Is required to complete the QOOatrucl.ion aooording to the terma and conditions of the permit. Failure by the permittee to abide by all permit terms and col)_ditloo, ahaU be sufficient cause for the Department or la.ulng authority to Initiate action to auspend or revoke the permit ind 010&$ the aOO88l. If In Ihe determlnaUon of the Department or Issuing authority the failure to, IXlrnPly with or oomplete the conetrucUon raqulrernenta 0{ the permit ct'8fi1,te a highway aarety hazard, such ahall be &Uflclent caU5e for the .ummary 5U8penslon of the permit. If the permittee wlshe. to use the acce" prior to completion, Bnangements must be approved by the Il$ulng authority and Department and Included In the permit. The Department orlasulng authority may ord.r a halt to any unauthorized use of the 8CQ8S1 pursuant to statutory and regulatory powers. Reconstruction or Improvement of the access; may be required when the permittee haa failed 10 mlet required specification. of design or matertaia. If any conat~cl/on element falla within twa )'lara due to Improper construction or materlalspeclncatlona,.the Pemlitiee ahall be responsible-for aU repairs. FaUur. to make suoh repairs may result In suspinaJon of the perm/! and closure of the acceu. e. The permiH" shall provide construcUon trs.:'iit:; OOl'Itrol devlce& at all times during acceu conl1tru;tlon, III conformance with the M.U.T.C.D. as required bya.ctlon 42-4-104, C.R.S., as amended. 7. A utility permit shall be obIalned for any utility work within highway right~f--way. Where necoaaary to remove, relocate, or repair a trafflo oontrol device or public or prtvate utilities for the conEbuctlon of a permlUad ao::e88. the relocation, removal or repair ahall be accompltshed by the permittee wlthQut COI;t to the Department or Issuing liluihority, and at the direction of thl Department or utility company. Any damage:to the atale highway or other pu~1I0 right-of-way beyond thai which Is aI/owed In the permit ahal be repaired Immedhdely. The permlttoe ~ responalble for therapalr or any utility damaged In the COUIU of BOCe •• con&1ruollon, reoonSlruclion or replillr. 8. In Ihe event H bacomaa: ntc8au.ry to remo~" any rlghl-of-way fence, th. poats on either aide of the aacess shall be securely braced with an approved end post before the fence II' out to preyent any .Iacklng of the remalltlng fenoe. All posts and wire ramoved are Depanment properiy and 'hall be turned over 10 a representative of the Department. 9. The permittee ahall' ensure that a copy of tllu permit Is available for review at the conatructlon lite Qt nil Urnes. The permit may raqr.tlre the contractor to notify Ihu Indlv/duQI or oIDce apeclfl.d on the pamJt at any ,pooltled phasee In construction to allow the field Inspedoc to Inspeot varloua aspecls of construction auch 8oJ; a:morSltii forms, subbase, base COlR8 compaction, and INterlais apliolflcatlons. Minor cha~ell and addHlons mllY be ordered by the Department or local authority fiuld Inspector 10 meel unanllclpated sH. a:mdltions. 10. Each aCGe'ss shall be constructed in Q ttl that shall not cause Wfil,ter to enter onlo the roadway shoulder. and ahall not Interfere with the existing dra system on the r1ghl-d-way or any adopted munlclpa system and drainage plan .. 11. By accepllng tho permll. permittee agr •• ""ve.lndlmnlfy, and hold harml._ to the e)denl alk by law, the ISlulng Iiiluthorlty, the Department, It. offie and employeel from aUlts, actio ... , claims of any typ character brought ~ut.e of InJuriel or damage austalned by any person resulting from the pormittat use of the access pennlt during the construction ot 11 acce$&.. CHANGES IN ACCesS USE AND PERMIT VIOLATIONS 1. It I. the r86ponslbillty of the proptrty c:J.Nr and perrilltt .. to ensure that the 11118 of the access I( property Ie not In violation of the Code, penn~ terma condfUonI or the AI:;t. The terms and oondttIOOIl of Sf permit .. binding upon all asalgns, successora--In- Interest, lwilll and occupants. If any sIgnificant chan! are made or will be mede In !he ose of the p(tlperty \ will affaotaoCl!l8S operation, traffic Yolume and or vel type, the permittee or property owner .hall contact It locallaauhg authority or the Depariment to determin neWacca&a permit and modlficationa to the scce" I required. 2. When an access Is con.lructed C$ U$V,j I violation (If the Code, section 43-2-1-47(5)(c), C.R.S. the Act applies. The Department or tuulng aJthority summarily auspend an access pelnnlt and Imnedlah order closure of the QOC8SS when lIa contlnu.d use presents an ImmedJale threat to publlo health, weltal ufety. Sl.mmary 5uspenslon shall complywlh artie! 1111.24. C.R.s. MAINTENANCE 1. The permttee, his orher helra, uoceuc Interest, .algns, and ogcupanll: of the property 18I"V by the aco'" ahaJJ bf responsible for meetlng the tf and condllona of the permit, the f1IIpalr and malntenl or the aeca .. beyond the edge of Ihe roadway Inclu( any cattle guard and lIate, and the removal Q'" cleal1l of snow a lea upon the access even though deposit the acceas In the COlne of Depwtment snow remov operation •• WIthin unincorporated areall the Departr wtll keep a008" culvtrts clean .. part of maintenano the hlgh ...... y drainage system. Hovrev8r, the permitt( rellponalt:ie for the repair and replacement 0( any ac related culverta within the right-of-way. Within Incorporated areas, drainage reaponlilblilties for munlclpaltles are detarmlned by statute and looel ordinance. The Dep-artment will maintain the roadv.oa Including auxiliary Janea and shouldera, except In th< cnes where the access InstaUatJon hal' failed due Ie Improper aCC9&S construction aneVor failure to follow permit requlrementa and specificationI' In wtIoh caSI permittee shall be responsible for 8uch repair. AIry slgnlflCaOt repa{rs auch as culvert replacement, resurfacing, or ¢hanges In design or specification:;. requires authorization from the Depariment. l STATE HIGHWAY ACCESS PERMIT#399020 April 12, 1999 Issued to Rifle Ski Corporation TERMS AND CONDITIONS I. If there are any questions regarding this penni~ please contact Mike Smith at (970) 248-7231. 2. A Notice to Proceed, CDOT Form 1265 is required before beginning the construction of the access or any activity within the highway right-of-way. All submittals, documents, plans and other items that must be completed, sball be submitted and approved before a Notice to Proceed will be issued. Contact the Department (or local issuing authority) for the Notice to Proceed. . 3. The following items are required before a Notice to Proceed will be issued: (a) Construction Plans Stamped by a Colorado Registered Professional Engineer. (b) Certificate oflnsurance Liability as per Section 2.3(1l)(b) of the Access Code. ( c) Traffic Control Plan 4. The Permittee sbalI refer to all additional standard requirements on the back of this permit and any enclosed additional tenos, conditions, exlllbits and noted attachments. 5. Upon completion of the access, the applicant shall notifY the Access Manager by certified mail within 10 days at: Colorado Department of Transportation Mike Smith Region 3 -Access Manager 606 South 9'" Street Grand Junction, Colorado 81501 6. . This Permit is issued in accordance with the State Highway Access Code (2 CCR 60 I-I), and is based in part upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit Any changes in traffic volumes or type, drainage, or other operational aspects may render this permit void, requiring a new permit to be applied for based upon existing and anticipated future conditions. 7. This permitted access is only for the use and pmpose stated in the AppliCation and Permit 8. Nothing in this permit sball prohibit the chief engineer fiom exercising the right granted in CRS 43-3-102 including but not limited to restricting left hand turns by construction of physical medial separations. 9. Water, sanitary, sewer, gas, electrical, communication, landscaping, and telephone installations will require individual additional permits. 10. The Permittee is responsible for obtaining any necessary additional federal, state andlor City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. 1 I. Any work within State Highway right-of-way sball begin after 8:30 A.M and all work and equipment sball be off the highway BEFORE 3;30 P.M each day. 12. No highway lane clCS1lreS or one-way traffic will be alloW-ed. ., 13. No work will be allowed at ui~ Saturdays, Sundays and legal holidays withont prior anthorization from the Department The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 14. It is tbe respoDSlbility of the Permittee to prevent all livestock from entering the State Highway right-of-way at Ibis access location Any livestock that does enter the highway right-(}f-way shall be the sole responsibility of the Permittee. 15. In the event the landscaping becomes unsightly or considered to be a traffic hazard, The Department may require . -. that it be removed promptly by the Permittee and at no cost to the Department. 16. Landscaping shall not obstruct sight distance at any State Highway access point 17. 'A fully executed complete copy of this permit must be on tbe job site with the contractor at all times during the construction. Failore to comply with this or any other construction requirement may result in the innnediate suspension of work by order of the department inspector or the issuing authority. -2- 1 , STATE HIGHWAY ACCESS PERMIT #399020 April 12, 1999 Issued to Rifle Ski Corporation TERMS AND CONDITIONS(cont'd) 18. Survey markers or monuments found in state highway right-of-way must be preserved in their original positions. Notify the Department at (970) 248-7220 immediately upon damage to or discovery of any such markers or monuments at the work site. Any survey markers or monuments disturbed during the execution of this permit shall be repaired andlor replaced immediately at the expense of the Permittee. 19. It shallb" the responsibility of the Permittee to vetify the location of the existing utilities and notify all utility owners or operators of any work that might involve utilities within the State Highway right-of-way. Any work necessary to protect existing permitted utilities, such as an encasement will be the responsibility of the Permittee. Any damage or disruption to any utilities during ite construction shall be the Permittee's responsibility and shall be repaired or replaced at no cost to the Department 20. Any damage to any present highway facilities including traffic control devices sbaJJ be repaired immediately at no cost to the Department and prior to continuing other work AnY mnd or other material tracked or otherwise deposited on the roadway sbaJJ be removed daily or as ordered by the Department inspector. 21. Areas of roadway andlor right-of-way disturbed during this installation sbaJJ be restored to their original conditions, to insure proper strength, drainage and erosion control. 22. Any incomplete construction activity on the State Highway that must be left overnight, sbaJJ be barricaded and signed in accordance with the MannaJ on Uniform Traffic Control Devic.;s and other applicable standards. 23. Open cuts, which are 6 inches in depth, within 30 feet of the edge of the State Highway traveled way, will not be left open at night, on weekends, or on holidays. 24. No more than 6 feet of trench areas shall be opened at any one time. Opeo trenches and other excavations within the State Highway right-of-way sbaJJ be backfilled and/or paved before 3:30 P.M of each working day or be protected in accordance with the M U. T. C.D. 25. The area around the new work shall be well graded to drain, top soiled, fertilized, mulched and re-seeded in accordance with the Department standard specifications. 26. When it is necessary to remove any highway right-of-way fence, the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with the Department's M-607-1 standard, before the fence is cut, to prevent slacking of the remaining fence. All posts and wire removed sbaJJ be returned to the Department 27. All excavations for utility lines, culverts, trenches or trmnels shall meet the requirements of the Occupational, Safety and Health Administration (OSHA), Colorado Industrial Commission, Colorado Division of Mines or the Colorado Department of Transportation, whichever applies. 28. The access sbaJJ be constructed perpendicular to the travel Janes of the State Highway for a mininmm distance of 50 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2"10 grade for a minimum of 20 feet If curb and gutter are present, the slope shall be calculated from pan line to pan line. AnY revisions to this requirement shall be subject to Department review and, approval prior to connnencement of any work within the highway right-of-way. . ' 29. The access sbaJJ be completed in an expeditions and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 30. Pursuant to section 4.10.2 of the State Highway Access Code, the access roadway sbaJJ not exceed a maximtnn grade of 10 perteIlt within the highway right-of-way, as measuied 50 feet beyond the pavement edge and extending to the right-of-way line. The access vertical grade shall be designed and coustrncted in conformance with the Department M & S standard M-203-1. . ~ 1. The design of the horizontal and vertical sight distance shall be no less than the minixnum requin:ments, as provided in section 4.9 of the State Highway Access Code, 2 eCR 601-1. 32. All required access improvements siiau be installed prior to the herein-authorized use of this access. 33. The access sbaJJ be surfaced immediately upon completion of earthwork construction and prior to use. -3- 1 ! STATE HIGHWAY ACCESS PERMIT #399020 Issued to Rifle Ski Corporation TERMS AND CONDITIONS(cont'd) April 12, 1999 34. Compaction of subgrade, embankments and backfill sbaIl be in accordance to section 203.07 of the Department's standard specifications. 35. The surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than CDOT Aggregate Base Course Class 6. 36. Slopes shall be at a 6: I ratio on the roadway and a 6: I ratio on the approach. 37. No drainage from this site shall enter onto the State Highway travel lanes. The Permittee is required to detain all drainage in excess of historical flows and time of concentration on site. 38. AIl existing drainage stmctures sbaIl be extended, modified or npgraded, as applicable, to accommodate all new constrnction and safety standards, in accordance with the Department's standard specifications. -4- PROPOSED PROTECTIVE COVENANTS DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR BIG R COMMERCIAL PARK IN GARFIELD COUNTY, COLORADO INTRODUCTION Declarant, as identified herein, is developing a commercial park subdivision known as Big R Commercial Park Subdivision ("Subdivision"). The real property that constitutes the land area of the Subdivision is described on Exhibit A attached hereto and incorporated herein by this reference. It is Declaranl;J' . t to h eby s!~q6"lt~thin the Subdivision to certain covenants, condit", s, r ri d r vatio [, r the : nefit of the Subdivision in furtherance of its purpose The . v conlt ,tio res' ict ons a . reservations set forth herein ("Declaration") shall bin .. ne heecl~rant s cessors d assigns, and all persons or entities who become a grantee of one or more Lots within the Subdivision. Every Lot within Big R Commercial Park Subdivision shall henceforth be owned, held, conveyed, encumbered, leased, improved, used, occupied, and enjoyed subject to the following covenants, conditions, restrictions and reservations, and the same shall constitute a general plan for the Subdivision, ownership, improvements, sale, use and occupancy of the Lots therein, to enhance and protect the value, desirability, and attractiveness of the Subdivision. ARTICLE I STATEMENT OF PURPOSE 1.01 General. The purpose of this Declaration is to ensure proper use and appropriate development and improvement of the real property that constitutes the Subdivision, so as to provide harmonious commercial development and promote the general welfare of the Lot Owners, tenants, invitees, and guests thereof, and protect the present and future value of such property. ARTICLE II DEFINITIONS 2.01 "Association" means and refers to the Big R Lot Owners Association, Inc., a Colorado nonprofit corporation. 2.02 "Association Documents" means this Declaration, the Article ofIncorporation for the Association, the Association Bylaws, all Association rules and regulations, all documents incorporated by reference into the foregoing, all procedures, rules, regulations, resolutions or policies adopted by the Association in accordance with the aforementioned documents, and all documents of record with the Clerk & Recorder of Garfield County, Colorado that affect the Subdivision as a whole. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 2 2.03 "Board of Directors" shall mean the Board of Directors of the Association, as provided for in the Association Documents. 2.04 "Improvement" shall mean and refer to and include any and all structures and all appurtenances thereto of every kind and type, and all other physical changes upon, over, across, above or under a Lot or upon existing improvements located in or on a Lot, or the landscaping and facilities within right-of-way adjacent to a Lot. This definition shall include, but shall not be limited to, the following facilities and activities, whether of a permanent or temporary nature: buildings, outbuildings, parking structures and garages, parking lots and other parking areas, streets, roads, traffic control devices a' s, bikew . g areas, signs, canopies, awnings, trellises, fences, rden at os, recreational facilities, walkways, pedestrian mal es and bridges, construction trailers and other tempor taining walls, stairs, docks, windbreaks, exterior air conditioning, lighting fixtures, drainage structures, communications equipment including but not limited to microwave dishes and relay equipment, coaxial and fiber optic cables, satellite transmitting and/or receiving ground stations, poles, pumps, wells, tanks, reservoirs, pipes, lines, meters, towers, and other facilities used in connection with water, sewer, gas, electric, telephone, regular or cable televisions, or other utilities, changes to any improvement provided that with respect to such facility constructed (in behalf of or for a utility, such facilities is included in this definition only to the extent it is above ground. "Improvement" as defined herein shall not include improvements, alterations or remodeling which are completely within the interior of a structure and which do not affect or change the exterior appearance of an improvement, are not visible from the outside and do not alter the permitted use of Lot as defined in Article III. 2.05 "Lot" shall mean and refer to each of the lots within the Big R Commercial Park as shown on the final plat thereof recorded with the Clerk and Recorder for Garfield County, Colorado, as said final plat may be amended from time to time. 2.06 "Maintenance" shall mean and refer to any activity or function that is necessary on an ongoing basis or intermittently for the purposes of: (a) maintaining and/or operating any vacant, unimproved land; and/or (b) maintaining and/or operating improvements before, during and after construction or installation of such improvements; and/or (c) for the purpose of enabling or facilitating the permitted use of any Lot. 2.07 "Owner" or "Lot Owner" shall mean and refer to the record owner, whether one or more persons or entities, including Declarant, of a fee simple title interest in and to any Lot within the Subdivision. "Owner" or "Lot Owner" shall not mean or refer to any person or entity who holds an interest in a Lot merely as security for the performance of a debt or other obligation; or pursuant to an easement, right-of-way, or license that pertains to or affects a Lot or Lots, or appurtenant to, a Lot or Lots. 2.08 "Subdivision" shall mean and refer to the Big R Commercial Park as described by Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 3 land area on Exhibit A attached hereto and as shown on the final subdivision plat thereof recorded with the Garfield County Clerk and Recorder, as it may be properly amended from time to time. ARTICLE III PERMITTED USES 3.01 Pennitted Uses. Subject to the covenants, conditions, restrictions and reservations set forth in this Declaration, all Lots shall be used solely for such nonresidential uses as are allowed within the Commercial General zoning district, of Garfield County, Colorado, under the conditions set forth herein. This De amende to pr . . ial use on specific Lot(s) with approval of the Bo C unty and pursuant to a resubdivision process incl roval of a water supply plan, payment of school impac vi 0 review required by the land use code of Garfield County then in effect. 3.02 Pre-existing Agricultural Uses. It is anticipated that the Big R Commercial Park Subdivision will be developed over time and that pre-existing agricultural uses of the property will be allowed to continue in a manner consistent with that development. As a result, pre-existing agricultural uses on portions of the Property shall not be subject to the restrictions of this Declaration. ARTICLE IV ASSOCIATION MEMBERSHIP AND VOTING RIGHTS 4.01 Purpose. The purpose of the Association is to administer and enforce the covenants, conditions and restrictions set forth in this Declaration, and otherwise administer and enforce the provisions of all Association Documents, and to carry out the purposes herein stated and the functions necessary for the proper use and maintenance of all Lots within the Subdivision. 4.02 Membership in Association. All Lot Owners in the subdivision shall be members of the Association and consent to all tenns and conditions set forth in this Declaration and all Association Documents. Membership shall be appurtenant to and may not be separated from ownership of any Lot. The vote for such Lot shall be exercised by one person or alternate persons (who may be a tenant of the Owner) appointed by proxy in accordance with the Bylaws. 4.03 Transfer of Membership. An Owner shall not transfer, pledge, encumber or alienate his membership in the Association in any way, except upon the sale or encumbrance of his Lot and then only to the purchaser of his Lot. 4.04 Board of Directors. The affairs of the Association shall be governed by a Board of Directors, consisting of not fewer than three (3) persons in accordance with the Bylaws, except that there need be only as many Directors as there are Owners of Lots. The Directors may be nonresidents Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 4 of Colorado, but all Directors must be Owners of Lots, which in the case of corporate or partnership owners, shall include the general partners, officers and directors of each such corporate or partnership Owner, provided that so long as Declarant is the Owner of six (6) or more Lots, any person may serve as a Director and the exclusive right to vote for the election of the Board of Directors shall be vested solely in Declarant. Once the Declarant no longer has exclusive right to vote for the eJection of the Board of Directors, the Directors shaH be elected at the annual meeting. 4.05 Voting Rights. Appurtenant to ownership of Lots 3 through 10 is one (I) vote each, Lot 2 is two (2) votes, and Lot I is four (4) votes. Such votes are for the purpose of all Association matters regardless of whe r enti . . Votes may not be voted in fractions. When more t rest ot, all such Owners shall be members and the vote for e cas 0 agree, but in no event shall more votes be case for ea su ot an s eclarat n. If the Owners of a Lot do not agree as to the manner in which their vote(s) should be cast when called upon to vote, then they shall be treated as having abstained. 4.06 Compliance with Association Documents. Each Owner shall abide by and benefit from each provision, covenant, condition, restriction and easement contained in this Declaration, and all Association Documents. The obligations, burdens and benefits of membership in the Association concern the land and shall be covenants running with each Owner's Lot for the benefit of all other Lots. 4.07 Association Expenses. Expenses of the Association include, but are not limited to, expenses associated with the Association's responsibilities for road and access easement maintenance, permit compliance, roadside landscaping, operation and maintenance of the fire protection system and the water supply therefor, well water augmentation from West Divide Water Conservancy District, oversight maintenance of the individual sewage disposal systems, and operation and maintenance of the drainage path along and culverts under Highway 6 & 24 to the extent not maintained by the Colorado Department of Transportation. Unless allocated separately under the Association Documents or specifically attributable to one or more Lots, the expenses of the Association shall be allocated as follows: Lot I -28.60%, Lot 2 -14.28%, and Lots 3 through 10 -7.14% each. Each Lot Owner shall pay its share of all such expenses in accordance with the Association Documents. Failure to timely pay any amounts, in whole or in part, may be enforced as a violation of these covenants. ARTICLE V ASSOCIATION FUNCTIONS AND DUTIES 5.01 General Authoritv. The Association shall fulfill its obligations as required under the Association Documents. Additionally, the Association may do all things reasonably necessary or desirable to keep and maintain the Subdivision as a secure, attractive and desirable commercial development. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 5 5.02 Right to Make Rules and Regulations. The Association shall be authorized to and shall have the power to adopt, amend and enforce rules and regulations applicable to the Subdivision to implement the provisions of this Declaration and all Association Documents. The Association may provide for enforcement of any such rules and regulations through reasonable and uniformly applied fines and penalties, or other reasonable and appropriate sanctions. Each Owner, lessee, guest and member of the general public shall be obligated to and shall comply with and abide by such rules and regulations and pay such fines or penalties upon failure to comply with or abide by such rules and regulations and such unpaid fines and penalties shall be enforceable in accordance with the Association Documents and applicable law. 5.03 Records. II kee'-nancf.}' re lis ffi iently detailed to conduct Association affairs and to mp . lli ap~ cable law, including records adequate to document un c g a ss ts· e in the sociation. All financial and other records shall be made available for examination by any Owner in accordance with applicable law. The Association may charge a reasonable fee for copying such material. 5.04 Implied Rights of the Association. The Association may exercise any right or privilege granted in the Association Documents and, except to the extent limited by the terms and provisions ofthis Declaration, given to it by law, and shall have and may exercise every other right, privilege, power andlor authority necessary or desirable to fulfill its obligations under the Association Documents. 5.05 Association Documents. Each Owner shall comply with and benefit from each term, provision, covenant, condition, restriction, reservation and easement contained in the Association Documents. The obligations, burdens and benefits of membership in the Association touch and concern the Property and are, and shall be, covenants running with each Lot for the benefit of all other Lots. 5.06 Indemnification. The Association shall be obligated to and shall indemnifY and defend Declarant and hold it harmless from all liability, loss, cost, damage and expense, including without limitation attorneys' fees and disbursements, arising with respect to any operations of the Association. 5.07 Owner's Negligence. In the event that the need for maintenance, repair or replacement of Association property (~, the fire protection water supply) or of any roadway, access, drainage or other easement maintained by the Association caused through or by the negligent or willful act or omission of an Owner or an Owner's guest or lessee, then the expenses incurred by the Association for such maintenance, repair or replacement shall be a personal obligation of such Owner; and, if an Owner fails to repay the expenses incurred by the Association within seven (7) days after notice to the Owner of the amount owed, then such failure shall be a default by the Owner under the provisions of this Declaration, and such expenses shall automatically become a default assessment determined and levied against such Lot, enforceable by the Association. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 6 5.08 Enforcement of Association Documents. The Association or any aggrieved Owner may take judicial action against any Owner to enforce compliance with the Association Documents and Association rules to obtain damages for noncompliance or for injunctive relief, or both, all to the extent permitted by law. ARTICLE VI ASSESSMENTS 6.01 Obligation. Each Owner, by accepting a deed for a Lot, is deemed to covenant to pay to the Association (i) by th ors as necessary to meet the expenses incurred or perfi tio s ofthe Association; (ii) special assessments for c ated in this Declaration; and (iii) default assessments ic ,as se, ag a wner's failure to perform an obligation under the Association Documents or because the Association has incurred an expense on behalf of the Owner under the Association Documents. No Owner may waive or otherwise avoid personal liability for the payment or the assessment provided for in this Declaration by abandoning or leasing a Lot, or otherwise. 6.02 Purpose of Assessments. The assessments shall be used exclusively to promote the health, safety and welfare ofthe Owners and occupants of the Subdivision, and to fulfill other areas of Association responsibility referred to in the Association Documents. 6.03 Budget. Within thirty (30) days after the adoption of any proposed budget for the Association, the Board of Directors shall mail, by ordinary first-class mail, or otherwise deliver a summary of the budget to all Owners and shall set a date for a meeting to consider ratification of the budget not less than fourteen (14) nor more than sixty (60) days after mailing or other delivery of the summary. Unless at that meeting Owners representing more than sixty percent (60%) of all votes entitled to be cast on Association matters reject the budget, the budget is ratified, whether or not a quorum is present. In the event that the proposed budget is rejected, the periodic budget last ratified in accordance with this Section must be continued until such time as the Owners ratify a subsequent budget proposed by the Board of Directors. The Board of Directors shall adopt a budget and submit the budget to a vote as provided herein no less frequently than annually. The Board of Directors shall levy and assess the Association's annual assessments in accordance with the annual budget. 6.04 Annual Assessments. Annual assessments for Association expenses shall be based upon the estimated cash requirements as the Board of Directors from time to time determine to be paid by all of the Owners. Estimated Association expenses include but are not limited to the cost of routine Association affairs; expenses of management, taxes and special governmental assessments; insurance premiums for insurance coverage as deemed desirable or necessary by the Association, maintenance of Association property or property for which the Association is specifically responsible; road maintenance, repair and improvement, wages, charges consistent with the provisions of the Association Documents; legal and accounting fees; expenses and liabilities Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 7 incurred by the Association under or by reason of the Association Documents; payment of any default remaining from a previous assessment period; and the creation of a reasonable contingency or other reserve or surplus fund for Association business, as needed. Annual assessments shall be payable on a prorated basis each year in advance and shall be due as determined by the Board of Directors. The omission or failure of the Association to fix the annual assessments for any assessment period shall not be deemed a waiver, modification or release of the Owners from their obligation to pay the same. 6.05. Apportionment of Annual Expenses. Each Owner shall be responsible for the Lot's share of the Association . shall be divid ,ts equally, subject to the provisions of this Declara n. t' e on 0 the contrary, the Board of Directors may reason ly ad of t cost of premiums for any insurance carried for and . be 6.06. Special Assessments. In addition to the annual assessments authorized above, the Board of Directors may at any time and from time to time determine, levy and assess in any fiscal year a special assessment applicable to that particular fiscal year and for any such longer period as the Board of Directors may determine. Any amounts determined, levied and assessed pursuant to this section shall be assessed to the Lots equally, unless otherwise provided for in this Declaration .. Special assessment shall be based on a budget adopted by the Association as provided above, except that if necessary, the Association may adopt a new budget prior to levying a special assessment. Such special assessment( s) shall be due and payable as determined by the Board of Directors. 6.07 Default Assessments. All monetary fines assessed against an Owner pursuant to the Association Documents, or any expense of the Association which is the obligation of an Owner or which is incurred by the Association on behalf of the Owner pursuant to the Association Documents, shall be a default assessment and shall become a lien against such Owner's Lot( s) which may be foreclosed or otherwise collected as provided in this Declaration. Notice of the amount and due date of such default assessment shall be sent to the Owner subject to such assessment at least thirty (30) days prior to the due date. 6.08 Effect of Nonpayment Assessment Lien. Any assessment payment or installment thereof, whether pertaining to any annual, special, default or other assessment, which is not paid within thirty (30) days after its due date shall be delinquent. If an assessment installment becomes delinquent, the Association, in its sole discretion, may take any or all of the following actions: (a) Assess a late charge for each delinquency in such amount as the Association deems appropriate. (b) Assess an interest charge from the date of delinquency at the yearly rate of eighteen percent (18%) per annum; Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 8 (c) Suspend the voting rights of the Owner during any period of delinquency; (d) Accelerate all remaining assessment installments so that unpaid assessments for the remainder of the fiscal year shall be due and payable at once; and (e) Bring an action at law against any Owner personally obligated to pay the delinquent assessments; and (f) Vote to approve the recording of a lien for all delinquent assessments, and upon approval, rec' the offic Ofth! der for Garfield County, Colorado, 0; Ii sign y th Pr i en or anaging Agent of the Associatio t due, . er . ntere thereon, which notice shall contain: I s e 0 e ou n d and th nterest accrued thereon; (2) a legal description of the property owned by the delinquent Owner; and, (3) the name of the delinquent Owner(s). Such notice oflien shall be effective to establish a lien against the interest of the Owner(s) in the Lot(s) together with interest at the rate set forth above on the amount due from the date thereof, administrative fees, recording fees, cost of title search obtained in connection with such lien and the foreclosure thereof, and court costs and reasonable attorneys' fees that may be incurred in the preparation and enforcement of such a lien. The Association may institute foreclosure proceedings against the defaulting Owner's Lot in the manner for foreclosing a mortgage on real property under the laws of the State of Colorado. In the event of any such foreclosure, the Owner shall be liable for costs and fees thereof, including but not limited to the amount of all unpaid assessments, any penalties and interest thereon, the cost and expenses of the foreclosure proceeding and sale, the cost and expenses for filing the notice of the claim and lien, title search, foreclosure certificate, and all reasonable attorneys' fees and costs incurred in connection therewith. The Association shall have the power to bid on a Lot at foreclosure sale and to acquire and hold, lease, mortgage, and convey the same. While a Lot is owned by the Association following foreclosure; (a) no right to vote shall be exercised on its behalf; (b) no assessment shall be levied on it; and (c) each other Lot shall be charged, in addition to its usual assessment, its equal pro rata share of the assessment that would have been charged such Lot had it not been acquired by the Association. The lien of the assessments will be superior to and prior to any homestead exemption provided now or in the future by the law of the State of Colorado, and to all other liens and encumbrances except liens and encumbrances recorded before the date of the recording of this Declaration, and except the lien of a first deed oftrust holder, and except liens for governmental assessments or charges imposed against a Lot by a Colorado governmental or political subdivision or special taxing district or any other liens made superior by statute. The foregoing lien and the Big R Corrunercial Park Declaration of Covenants, Conditions and Restrictions Page 9 rights to foreclosure thereunder shall be in addition to, and not in substitution for, all other rights and remedies which the Association may have hereunder and by law, including suit to recover a money judgment for unpaid amounts. 6.09 Personal Obligation. The amount of any assessment chargeable against any Lot shall continue to be a debt of the Lot as well as a personal and individual debt of the Owner of same. No Owner may exempt himself from liability for the assessment by abandonment, lease or sale of his Lot or otherwise. Suit to recover a money judgment for unpaid assessments, any penalties and interest thereon, the cost and expenses of such proceedings, and all reasonable attorney's fees in connection therewith sh . Ie with ut for' . ing the assessment lien provided in this Declarati T II ARCHITECTURAL AND DESIGN CONTROL 7.01 Design of Property. It is the specific intent of the Declarant to assure that all development and improvement of the Lots is accomplished within the bounds of this Declaration. The design standards set forth herein or as may be adopted hereafter shall be interpreted and applied to serve such intent. 7.02 Adoption of Standards. The Association may, but is not required to, promulgate, adopt, and amend design standards or guidelines consistent with these covenants and additional to those set forth in Article VIII. A current copy of the adopted, written design standards or guidelines, if any, shall be furnished to each Lot Owner upon written request. 7.03 Obligations with Respect to Zoning and Subdivision. All improvements and uses of a Lot shall fully comply with all zoning, land use, and subdivision statutes and regulations and conditions applicable to such Lot. 7.04 Architectural Control. No Improvement on any Lot shall be commenced, erected or maintained, nor shall any exterior addition to or change or alteration therein be made until the plans and specifications showing the nature, kind, shape, height, materials, and location of the same shall have been submitted to in writing and approved as to harmony of external design and location in relation to surrounding structures and topography by the Board of Directors of the Board. In the event the Board of Directors fails to approve or disapprove such design within thirty (30) days after said plans and specifications have been submitted to it, approval will not be required and this Article will be deemed to have been fully complied with. 7.05 Enforcement. Any violation of these covenants for architectural and design review shall constitute a violation of this Declaration and all Association Documents, subject to enforcement by the Association. The Association is specifically authorized to impose appropriate fines, penalties or other sanctions against a Lot Owner for violation ofthe architectural and design review covenants, Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 10 standards and guidelines, and any such monetary fine or penalty shall constitute a default assessment under Article VI and may be collected as such. ARTICLE VIII CONSTRUCTION AND DESIGN STANDARDS 8.01 Construction Standards. Construction or alteration of any Improvement(s) shall meet the standards set forth in these covenants and shall promptly and diligently be completed. For the purposes of these covenants, when a construction material is specified herein, another material may be used in lieu thereof, p . erial is . the specified material. 8.02 Finishes. concrete, marble, anodize e brick, stone, metal, steel, anently finished materials. 8.03 Sidewalks. Sidewalks of design standards and in locations required by the County shall be maintained by the Owner of that Lot on which the sidewalk is located. 8.04 Landscaping. Any portion of a Lot upon which Improvements are not constructed may be landscaped in accordance with available legal and physical water supply for Lot. 8.05 Screening. All trash areas (and dumpsters) shall be maintained in pennanently screened and fenced enclosures which shall not be visible to any other lot or from any dedicated street. 8.06 Illuminations. Overnight security type lighting, and lighting or parking, truck servicelreceiving areas and outdoor storage areas will require fixtures that are of a sharp cut-off design which allow minimal light spill or glare onto adjacent property. 8.07 Utilities. All pipes, conduits, cables, or lines for water, gas, sewage, steam, electricity, telephone or any other energy or service serving any Lot from any main trunk line or easement shall be installed and maintained below ground, unless otherwise approved in writing by the Association. 8.08 Signs. AU signs shall confonn with written sign standards of applicable codes, laws and governmental regulations. ARTICLE IX MAINTENANCE AND OPERATION ACTIVITIES -CRITERIA 9.01 Construction Period. During construction of any Improvements, supplies and equipment must be stored in a designated area in a safe and orderly fashion. Trash, waste and debris must be removed on a regular basis. Unlandscaped areas shall be kept mowed and pruned, free from Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 11 plants infested with noxious insects or plant diseases and from weeds which are likely to cause the spread of infection or weeds to neighboring property and free from brush or other growth or trash which may cause danger of fire. 9.02 Site and Building Maintenance. All Owners shall at all times keep their premises, buildings, Improvements, and appurtenances including parking areas in a safe, clean, and neat condition; shall remove, replace, or repair all such items or areas not in such condition; and shall comply in all respects with all government, health, police and safety requirements and with such maintenance standards as may be established by the Association. Each Owner shall remove at its own expense at least of t may accumulate on its property and shall keep R as shall not be disposed of on the premises by g maintenance as described herein is additional to ~d access easements, as set forth in Article XIII. 9.03 Landscape and Grounds Maintenance. All landscaped or unimproved ground on all Lots shall be maintained in a neat and adequate manner. Required maintenance activities shall include, but not be limited to, mowing, trimming, irrigation, replacement or removal of dead, diseased, or unsightly landscaping, removal or control of weeds from planted areas, appropriate pruning of plant materials, and dust suppression. 9.04 Noxious Weed Management. The Association shall implement and follow a program of noxious weed control which shall comply with all applicable requirements of Garfield County, including but not limited to the control and elimination of plant species identified on the published Garfield County Noxious Weed List. Each Owner shall implement a weed management program within the area of its Lot. In the event a Lot Owner fails to effectively control noxious weeds on its Lot, the Association shall have the right to enter upon any Lot and conduct a weed control program. The weed management plan will consist of the following components. (a) Prevention and Control. The quick revegetation of disturbed areas with weed-free grass seed and the maintenance of native or introduced vegetation in a healthy, vigorous condition producing optimum vegetative densities will leave noxious seeds little opportunity to establish. (b) Inventory. Each Lot will be inspected on at least an annual basis to identifY any infestations of noxious weeds. An accurate record should be kept of the application and success of weed eradication efforts. (c) Eradication. Elimination of noxious weeds will be achieved through use of all of the Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 12 following methods, as necessary: (i) Mechanical controls which physically remove the entire weed plant or eliminate the plant's ability to produce seed (ii) Biological controls which rely on organisms (insect or plant pathogens) to interfere with weed growth. (iii) Chemical controls which use herbicides to eliminate weeds. An effective weed . et ods of eradication as well as a long term commit e in the development and implementation of a weed a m r· is a 'la hrough e Colorado State University Cooperative Extension Service and from the Garfield County Office of Vegetation Management. 9.05 Additional Maintenance and Operation Activity. In addition to the foregoing maintenance and operation activity standards, the Board of Directors may promulgate and adopt additional maintenance and operation activity criteria that are not inconsistent with the criteria set forth in this Article and that implement the purposes of these covenants. 9.06 On-Street Parking. No parking shall be permitted on any platted access easement or dedicated roadway as shown on the final plat of the Subdivision or at any location other than the paved parking spaces approved for a Lot, unless specifically allowed by the Association. Each Owner shall be responsible for compliance with this requirement by its tenants, employees, invitees and guests. Owners or users of vehicles parked in violation of this provision shall be subject to the sanctions, if any are made, Rules and Regulations by the Association, that prohibit or restrict such parking, and regardless of the existence of any government sanctions, the vehicle so parked shall be subject to removal at the Lot Owner's expense at the direction of the Association or its representatives. 9.07 Variances. The Association may authorize variances from the design requirements in this Declaration or in any additional criteria promulgated and adopted as design standards when circumstances such as topography, natural obstructions, hardship, nature of business to be conducted or aesthetic or environmental objectives or considerations may warrant, in the sole discretion of the Association. 9.08 Remedies for Failure to Maintain and Repair. (d) Remedies. If an Owner or its tenant(s) fails to perform the maintenance and repairs required by these covenants or the Association, then the Association, after ten (10) days prior written notice to the Owner, shall have the right but not the obligation to perform such maintenance and repair and to charge said delinquent Lot Owner with Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 13 (e) the cost of such work together with the interest thereon at the maximum statutory rate from the date of the Association's advancement of funds for such work to the date of reimbursement to the Association by Owner, and such charges shall constitute a default assessment. If the Owner fails to pay such default assessment to the Association within thirty (30) days after demand therefore, the Board of Directors may vote to approve the recording of a lien therefor in accordance with Article VI. All unpaid amounts shall constitute a personal and direct obligation of the Lot Owner to the Association. Cure. If Associatio unpaid an incurred b ARTICLE X LIMITATION OF LIABILITY recorded is cured, the a ent by the Owner of all nd attorneys' fees and costs 10.01 No Individual Liabilitv. Neither the Association, nor any member thereof or of the Board of Directors, nor any agent or employee or representative of the Association shall be liable to any Owner or other person or entity for any action or failure to act with respect to any matter coming before the Association, if the action taken or failure to act was made in good faith and without willful or intentional misconduct. The Association shall indemnify and hold harmless all members, agents, employees and Association representatives from any and all reasonable costs, damages, charges, liabilities, obligations, fines, penalties, claims, demands or judgments, and any and all expenses, including without limitation, attorneys' fees and costs incurred in the defense or settlement of any action arising out of or claimed on account of any act, omission, error or negligence of such person or of the Association or the Board of Directors provided such person acted in good faith and without willful or intentional misconduct. 10.02 No Association Liability. The Association shall not be held liable for injury or damage to person or property caused by the condition of any Lot or by the conduct of specific Lot Owners or their tenants, agents, employees and other representatives. ARTICLE XI WATER AND SEWER 11.01 Potable Water Supply and Fire Protection. (a) Ownership of Well and Appurtenant Facilities. Individual water wells for each of Lots I through 10 (referred to herein as Big R Wells No.1 through 10) will be constructed on each Lot and operate pursuant to Colorado Division of Water Resources Well Permit Nos. 63775-F, Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 14 62976-F, 63776-F, 63777-F, 63778-F, 63778-F, 63779-F, 63780-F, 63781-F, 63782-F, and 63783-F, respectively. The pennit for Lot 1 authorizes withdrawal of up to 25 gallons of water per minute with a maximum of 3.35 acre-feet per year for landscape irrigation, commercial and vehicle washing. The pennit for Lot 2 authorizes withdrawal of up t025 gallons of water per minute with a maximum of2.24 acre-feet per year for landscape irrigation, commercial and vehicle washing. The pennits for Lots 3 though 8 and 10 authorize withdrawal of up to 25 gallons of water per minute with a maximum of 0.96 acre-feet per year for landscape irrigation, commercial and vehicle washing. The pennit for Lot 9 authorizes withdrawal of up to 25 gallons of water per minute with a maximum of 1.51 acre-feet for landscape irrigation, commercial, vehicle washing and fire protection. Operation of each well is depende nce of aug!. nsisting of West Divide Water Conservancy Distr ntra N. 40 8 RCP(a). The Owners of the Lots shall each own, a u Lo full i rest in their respective well, well pennit, pump and as ci it! d al of w r located at each respective well, provided, however, that the Association shall, at its option, be entitled to withdraw and use 0.55 acre feet annually from Big R Well No. 9 located on Lot 9 for fire protection purposes. (b) Easements. The Owners of the Lots are hereby granted perpetual and non- exclusive easements for the installation use, maintenance, repair, service and replacement powerlines and other facilities necessary for the proper operation of each well and delivery of water to the Lots as set forth on the final plat of Big R Commercial Park Subdivision. The Association is hereby granted a perpetual and non-exclusive easement over and across Lot 9 for the installation, use, maintenance, repair service and replacement of Big R Well No.9 located on Lot 9 for the proper operation of the Well and Fire Protection System and delivery to the fire protection system as forth on the final plat of Big R Commercial Park Subdivision. (c) Use of Water. The Owners of the Lots shall each be entitled to use water from their respective well only for purposes authorized by the well pennit and in accordance with the tenns and conditions of the well penni!. The Association shall, at its option, be entitled to withdraw and use 0.55 acre feet annually Big R Well No. 9 located on Lot 9 for fire protection purposes. (d) Operation, Maintenance and Repair Costs. The Association shall maintain the West Divide Conservancy District Water Allotment Contract necessary for the withdrawal of water from each well. The cost for the West Divide Conservancy Contract necessary for the withdrawal of fire protection water and/or other costs of obtaining the fire protection water shall be allocated among all Lot Owners. The cost of the West Divide Conservancy Contract necessary for the withdrawal of the remaining water from the wells shall be allocated by the Association to the Lot Owners using West Divide augmentation in proportion to their allocated water usage. Each Lot Owner shall be solely responsible for the costs of maintenance, operation, repair, service and replacement oftheir well, pump and associated facilities. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 15 11.02 Provisions Which Apply To all Lot Owners and the Association. (a) Installation of Well Facilities. Each Lot Owner is responsible to drill and install, at its own expense, the well, power source, meter, and other facilities in and to the well. (b) Installation of Fire Protection System. The Declarant shall be responsible for installing the fire protection tanks and related facilities as may be necessary or desirable for the Association's fire protection purposes. Subsequent to such installation, the Association shall be responsible for filling and refilling the tanks, and main . . d ting the elat . 'ti . g the Association's fire E Own nst ling any early detection ire Protection District. (c) Meter. A totalizing flow meter and adjacent shut-off valve shall be installed for each Lot Owner to measure the rate and total volume of water delivered from the Well and to shut off such flow, when appropriate. The type of meter and valve as well as its location, installation, operation and maintenance shall be approved determined, owned, operated and maintained by the Association. (d) Owner. The Association shall be the sole owner of any and all facilities used with respect to the fire protection system. (e) Limitations. The Association may read the meters and shall have the authority to enforce the limitations on water deliveries to each Lot set forth herein pursuant to the provisions of Article XVI hereof. In addition, the Association may terminate water deliveries to any Lot that has for two consecutive months exceeded its maximum monthly entitlement to water from each Well, upon receipt of a letter or other communication from the Division of Water Resources that adverse action will be taken if such remedy is not imposed. (f) Conservation. Water conservation practices shall be exercised wherever practicable throughout the development of the Lots 11.03 Fire Protection. A water supply for fire protection purposes within the Subdivision is provided by a Fire Protection System comprised of 100,000 gallons of water stored in tanks for fire protection uses only, a water line, and a dry hydrant located on Lot I on the final plat. The Rifle Fire Protection District has approved provision of the fire protection water from any source, including well water from the well permitted for Lot 9, as described herein, river water, and hauled water so long as the water is of appropriate quality for use by the District. The Association shall be responsible for maintaining the Fire Protection System including, but not limited to, filling and maintaining the water storage tanks. The Owner of Lot 9 shall have responsibility for maintaining the well from which the fire protection water may be supplied. Lot Owners must post addresses in Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 16 a conspicuous location to be readily identifiable to the Rifle Fire Protection District. Further, each Lot Owner is responsible for installing early detection systems approved by the Rifle Fire Protection District on all new buildings. Lot Owner shall review each individual building with the Rifle Fire Protection District at the building permit phase to evaluate any additional fire protection requirements. Such additional fire protection requirements will be the responsibility of the Lot Owner. 11.04 Potable Water Treatment Monitoring. To the extent that water treatment systems are required to be installed, each respective Lot Owner shall be responsible for such installation and maintenance. If require Ass. . . n, a Lot wne!! repairs or improvements to the water treatment sys m e ry to vide ta w 11.05 Sewa e Di os 1\t e ildi n ch Lot s II contain a minimum of one (I) bathroom containing-a toilet and sink. All sewage disposal therefrom shall be disposed of by means of an engineered individual sewage disposal system designed by a registered professional engineer. Each individual sewage disposal system shall be located so as to avoid impairment during a I OO-year flood event and constructed in a manner to facilitate ready access for maintenance. Each Lot Owner shall be responsible for the construction, operation and management oftheir individual sewage disposal system. The Association shall contract with a qualified environmental health specialist to conduct inspections, on a bi-annual basis or such more frequent basis as the Association may deem necessary, to determine each Lot's system(s) maintenance requirements. The Association shall have the right to take any action necessary to enforce compliance with the operation and maintenance required for a properly function system. Any such action shall be at the individual Lot Owner's expense. The management plan for the operation and maintenance of the individual sewage disposal systems is as follows: (a) Only mild biological and water waste may be introduced into the individual sewage disposal systems. Other wastes, including grease, must be disposed of separately. (b) Each septic tank should be inspected annually by the Lot Owner and pumped, if necessary, notwithstanding the Association's cleaning contract with a septic tank systems cleaner. (c) The septic tank should be pumped by a licensed septic tank system cleaner with proper disposal of waste materials. (d) The leach fields should be protected from damage or soil compaction from vehicles driving or parking on the system. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 18 its proposed use. A trip generation estimate and the most recent up-to-date count of the actual average daily trip analysis shall be supplied to Garfield County with any building pennit application. If the addition of the trip generation estimate to the actual average daily trips exceeds 20% of the pennitted average daily trips for the related access under the then-existing pennit, the Association shall obtain a traffic study from a registered professional engineer and new pennit( s) from CDOT as necessary. The Association shall bear the cost of the traffic counts, trip generation estimates, traffic studies, new pennits, and any other improvements necessary to comply with the pennits, including but not limited to profes . nstructi . the results of the traffic study, required improvem ft-tu t-tum deceleration lanes, left -tum acceleration lane nd elimination or relocation of one or more access poi s. oc 0 e costs to each Owner as set forth in Section 12.03. Costs of the traffic counts, traffic studies, new pennits, and any other improvements necessary to comply with a new or amended pennit providing access only to Lot 1 shall allocated solely to Lot 1. 12.03 Maintenance of Big R Road. Declarant is responsible for constructing the public right -of-way identified on the final plat as Big R Road to Garfield County standards for a minor collector road. Actual average daily trips for a minor collector road cannot exceed 2,500. Lot limitations for actual average daily trips on Big R Road are as follows: Lot 1 -500; Lot 2-400; Lots 3 through 10, inclusive -200 each. Once constructed, the Association has the right to conduct periodic traffic counts to detennine that the Lot limitations are observed and to take any action necessary to enforce compliance with the limitations. The Association also shall maintain and repair Big R Road. Maintenance services for which the Association shall be responsible include, without limitation, snow and ice removal, sanding, resurfacing, striping, painting, and similar services, as well as necessary landscaping. Expenses incurred pursuant to this Article XII shall be allocated as follows: Lot 1 -28.60%, Lot 2 -14.28%, and Lots 3 through 10 -7.14% each. 12.04 Maintenance of Easements. Declarant is responsible for constructing the Emergency IngresslEgress as shown on the final plat of the subdivision. The Association shall maintain and repair the Emergency IngresslEgress as well as the Fire Tank Access as necessary. Maintenance services for which the Association shall be responsible shall include, without limitation, snow and ice removal, sanding, resurfacing, striping, painting, and similar services, as well as necessary landscaping. 12.05 Utilities. Declarant hereby establishes for the benefit of each Lot and all Lots within the Subdivision nonexclusive, common and perpetual easements for the location of utilities, including but not limited to water, sewer, electricity, gas, telephone, telecommunication, and cable service. The location of such easements shall be in confonnity with the final plat for the Subdivision. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 19 ARTICLE XIII INSURANCE AND EMINENT DOMAIN 13.01 Insurance. All Owners shall keep and maintain fire and casualty insurance upon all Improvements upon their Lots to the full insurable value thereof, as well as public liability insurance and such other lines of insurance as may be necessary and proper to insure the risks associated with the activities upon an Owner's Lot. 13.02 Taking. If there is a complete taking ofa Lot by any governmental body, then the Owner of such Lot shall h bligatio nder ubsequent to the taking. A partial taking that does ot 0 t s all have no effect upon such Owner's rights and ARTICLE XIV RESERVED RIGHTS 14.01 Lots I and 2. The Owner(s) of Lot I and Lot 2 shall have the right to resuhdivide such Lot or condominiumize any buildings within Lot 1 andlor Lot 2 and incorporate within the Association any such Lots or condominiums created. Any resubdivision or condominiumization shall comply with the terms of this Declaration of Covenants, Conditions and Restrictions. 14.02. Declarant. So long as Declarant (or an entity owned 50% or more by Declarant)shall own a Lot wit in the Subdivision, Declarant or that entity shall have the right to add property to the Subdivision and to incorporate within the Association any property added. ARTICLE XV TERM AND AMENDMENT 15.01 Term. This Declaration, including all the covenants, conditions, and restrictions hereof, shall run with and bind all property and interests therein that are a part of the Subdivision for a period of twenty (20) years from the date hereof and thereafter shall be renewed automatically from year to year unless sooner amended or terminated as hereinafter provided. 15.02 Amendment. Notwithstanding the foregoing, this Declaration may he amended or terminated at any time by an instrument executed and acknowledged by Owners evidencing the approval of no less than seventy percent (70%) of all votes entitled to be cast in the Association, and recorded with the Clerk and Recorder of Garfield County, Colorado, provided, however, that the section 15.02 carmot be amended without the approval of the Declarant (or an entity owned 50% or more by Declarant). Amendments made pursuant to the provisions of this Article shall inure to the benefit and be binding upon all property and interests therein that are part of the Subdivision. No amendment to the requirement of conforming to Garfield County zoning or conditions of subdivision approval may be made without the consent of Garfield County. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 20 ARTICLE XVI ENFORCEMENT 16.01 Enforcement Powers and Procedures. These conditions, covenants, restrictions, and reservations may be enforced, as provided hereinafter, by each Owner, as well as by the Association acting for itself or on behalf of all Owners, and, as provided herein and otherwise in the Association Documents. Each Owner, by acquiring an interest in a Lot, shall be conclusively deemed to appoint irrevocably the Association as his or its attorney-in-fact for such purposes. Violation of any condition, covenant, restriction, or reservation herein contained shall give to the Association, and to the Owners, or any of-the . bring p ocee . I . equity against the party or parties violating or int g ny of said on itions, restrictions, and reservations, to enjoin the from be remedied, or to recover damages resulting from s h v' a' ion, '01 . on of an uch covenants, conditions, restrictions, and reservations shall give to the Association acting as attorney-in-fact for all Lot Owners the right to enter upon the premises on which the violation is occurring or has occurred and abate, remove, modifY, or replace at the expense of the Owner thereof any structure, thing, or condition that may exist thereon contrary to the intent and meaning of the provisions hereof. Every act, omission to act, or condition that violates the covenants, conditions, restrictions, and reservations herein contained shall constitute a nuisance and every remedy available at law or in equity for the abatement of public or private nuisances shall be available to the Owners and the Association. In any such action to enforce those covenants, the prevailing party shall be entitled to an award of reasonable attorneys' fees and costs. Such remedies shall be cumulative and not exclusive. The failure of the Owners, or the Association to enforce any of the conditions, covenants, restrictions, or reservations herein contained shall in no event be deemed a waiver ofthe right to do so for subsequent violations or of the right to enforce any other conditions, covenants, restrictions, or reservations, and the Owners or the Association shall not be liable therefor. ARTICLE XVII MISCELLANEOUS PROVISIONS 17.01 Severabilitv; Construction. Invalidation of any of these covenants or any provision . hereof by a court of competent jurisdiction shall not affect any of the other provisions hereofwhich shall remain in full force and effect. 17.02 Government Regulations. If an applicable county, municipal, or other goverrnnental regulation, rule, code, ordinance, or law is more restrictive in any respect than these covenants, it shall supersede these covenants and govern at all times. 17.03 Notice. Any notice req\lired or permitted herein shall be in writing and mailed, postage prepaid by registered or certified mail, return receipt requested, or hand delivered, and shall be directed as follows: If intended for a Lot Owner or their designated representative, then to the mailing address furnished by the Lot Owner to the Association or the County Assessor or to the Lot. Big R Commercial Park Declaration of Covenants, Conditions and Restrictions Page 21 17.06 Incorporation of Plat Notes. All notes, terms and conditions set forth on the recorded Final Plat of the Subdivision are incorporated herein by reference. To the extent a conflict arises between these covenants and the notes, terms and conditions of the final plat, the notes, terms and conditions of the final plat shall control. 17.07 Covenants Run with the Land. The covenants, conditions and restrictions set forth in this Declaration shall run with the land described in Exhibit "A," such being all of the Lots within the Subdivision, and shall be binding upon and benefit all persons having or acquiring any interest whatsoever in said real property or any part thereof, and shall inure to the benefit of, be binding upon, and enfo at I . er by the Declarant, its successors in interest and in ter st and grantees, and the Association acting on be IN WITNESS WHEREOF, the Declarant executes this Declaration of Covenants, Conditions and Restrictions for Big R Commercial Park this __ day of , 2006. STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) BIG R ENTERPRISES, LLC By: -:::-:---::-::--=:---:--:-:-.,--:-__ Robert M. Regulski, Manager By: _________ _ Peter Van Domelen, Manager The foregoing instrument was acknowledged before me on this day of ___ --,-____ ,2006, by Robert M. Regulski and Peter Van Domelen, as Managers of Big R Enterprises, LLC. Witness my hand and official seal. My commission expires: ______ _ Notary Public WATERSHED PERMIT ~-c~-2006 16:51 9705254136 PAGE2 .. BEFORE TU I:: C!'ry COUNCIL OF 'I'll E CITY OF lUFLE, COLORA DO ----_ .. _._. __ .• CONCERNING TUE APPLICATION FOR A WATERSHED DISTRICT PERMIT OF BIG R ENTERPRISES, LLC TO CONSTRUCT A TEN LOT COMME1ZCIAL SUBDIVISTON IN THE COLORADORTVER WATERSHED FINDINGS OF FACT, CONCl.USIONS OF l.A W AND APPROVAL OF WATERSHED DISTRICT PERMIT NO. 1-05 I. RACKGROUN.T> 1. In Decemher, 2004, Big R Enterprises, LLC (the "Applicant") applied to the City of Rifle (the "City") [(lJ' a watershed district pemlit to construct and utilize a ten (10) lot commercial subdivision on 32 acres accessed by Highway 6 & 24 (the "Project''). The lots will likely bc dcveloped for commercial and light industrial uses; however. their end use were unknown at the time o[ application. The legal de~cription of the property on which the Project will be constructed is described on Exhibit A attached hcreto and incorporated herein by this reference. TIle Project is located within five (5) miles o[ the City's Colorado River water intake structure within the City's Watershed llist.l'ictjurisdictionalld the application was submitted pursuant to City of Riflc Ordinance No. 22, Series of 1994, codified in Chapter 5 of Title 10 of the Rifle Municipal Code ("RMC"). 2. For the purposes or this pennil (the "Pennit"). the application shall consist o[ the watershed pcrmit application, a report from Colorado River Engulccrillg. Inc. dated December 10, 2004, a Sediment and Erosion Drainage Plan dated Octoher 12,2004, and a Preliminary Plan Plat Map dated June 21, 2004, all eorre~pandenee and materials submitted to the City by the Applicant or its agents, as well as all representations, whether oral or written, made as part ofthe application and public hearing process. These items shall be collectively referred to herein as the "Application. " 3. Following the receipt and review afthe Application and a site vi~it in October 2004, Michael Erion, P.E. of Resource Engineering, Inc., Consulting Professional Engineer lor the City, suhmitted his findings to the City regarding the Project in a lctter dated Febmary 15, 2005, attached hereto as Exhibit Band incorporatcd hercul by this reference (thc "Erion Letter"). The Erion Letter concluded that, so long as the Project i.s constructed in compliance with the Application and Garlield COllnl.y approvals, the proposed activity to be performed lloes not present or creilte a clear or t()reseeahle risk of significant injury to the City's watcrworks or pollutioLl to tbe City water supply and is thereforc classified as a MiLlor Impact under the RMC. 4. Any and all other permits issued or to bc issued by county, state and/or federal agencies in relation to the construction of the Project arc incorporated hcreitJ by this reference. (;\2005\ClkllU\RUic\R· '(104}llit:1t 191(1\l>ll'::l.I/lltl'l~\W.~I'cnnh(jl-O)_wpd -1- 08-28-2005 15:51 9706254135 City ofRitle, CO\Mado Watershed District Permit No. I-OS 13 ig It Enterprises, LLC PAGE3 II. FINOlNGS OF FACT 5. The proposed activity is within the defined boundaries of tllC City's Watershed District as defined in RMC § 10.05.020, specifici11ly within five (5) miles oCthe City's Colorado River municipal water diversion and intake structure. The proposed activities include the construction of a ten (10) lot subdivision and associated improvements. G. The Application lHed by the Applicant is complete. 7. The Applicallt has paid the application tee rcquin:d under RMC § IO·.05.050(A)(7). 8. A duly noticed Public Hearing was held before the Rifle City Council (the "Council") on March 16,2005. At the hearing, testimony was presented by JirnNeu, the AssistlUlt City Attorney, and Michael Erion regarding the activities proposed by the Applicant and the applicability of the City's Watershed District Ordinance. Mr. Neu explained to the COlUlcii that its jurisdiction Oil this matter extended uve (5) miles beyond tIle· City's Colorado River intake point, and that it's authority was limited (0 lhe protection of the City's water quality and supply. Mr. Erion explained the provisions of tile Pennit, and recommended issuance ofthe Pennit stlbject to the terms and conditions set forth in the Erion Letter, which classified the prop()sed activities as a Minor Impact pursuant to RMC § I O.05.0S0(B)(3). Mr. Erion testifi.ed regarding his site visit, his knowledge of the Project, and the conditions stated in the Elion Letter. Brian Brown, l' .E. of Colorado River Engineering on behalf of the Applicant also provided testimony regarding the Applicalion and the proposed lIc!ivities. Testimony was opened up for members of the public. 9. The Council expressed concerns regarding any change in ownership, Jessee or use oflhe lots after bi.lild out of the Project and wanted to ensure compli/mce with this Pernlit and the Watershed District Ordinance. To resolvc this concern, the Council found that an additional condilion must he placed ill the Pemlit to require notification to Ihe City upon those events and continued inspections by the City to ensure uses do not pose a risk to the City's watershed. ·With those conditions in place, and those stated in the Erion Letter, the Council finds that thc proposed activitics do lIot prescnt or create a clear or fore~t:cable risk of signifi(;ant injury to the City's waterworks or pollution to the City water supply if (he Project is constructed as proposed in the Application and so 100·;g as the Applicant adheres to all (;ondilions in the Garfield County approvals issued for the activity. As stated in the Erion Letter, because the end lise of each lot is unknown and the size of the lot and potential activity lnily be regulated by the City's Watershed District Ordinance, the City needs 10 review eaeh end use of each lot prii)r to the issuance of a huilding permit by Gm·Lield County to ensure compliance with the City's Watershed District Ordinance. In addition, as required by Council, each change in owner, lessee or use must also nolify the City so it may review each end use to ensurc compliance with the City's Watershcd District Ordinance. 10. The Council herehy finds and detennines that the issumlee of the Permit requires thc inclusion of conditions as set forth in the Erion Letter and as outlined above, that such I :u0t)5\Clicll.ts\Rllk\R· 1{J 04}1 ~iy'l~ _19111 \[ )m:lU""nl~\ WSI'cnllil() I·U!>. Wild -2- 08-28-2006 16:51 9706254136 PAGE4 Ci[), ofRi1lc. Coluradu Water~hed District Penni! No. 1-05 Big R Enterprises. tLC conditions ar" necessary to prevent a risk of il\jury to the City's water works (lnd pollution of the City's watcrsupply, and thalsuch conditions arcauthorizcdpursuanllo Sections IO.05.050(D) and (E) of the RMC. III. CONCLUSIONS OF LA W AND ISSUANCE OF PERMIT II. The foregoing rindings of Facts are incorporated herein hy reference. 12. The City has jurisdiction over the proposed activity pursuant to RMC § 10.05.020 or the and City of Rifle Ordinance No. 22, Scrics or 1994. 13. . Based on the evidence presented at the Public Hearing and the Erion Letter, the Council hereby determincs that this decision shall constitute a Watershed District Permit for the construction and use of the Project as more fully outlined in the Application. The conditions of approval recommended by Mr. Erion in the Erion Letter, as amended by Council at thc public hearing, are hereby approved and adoptedhy the Council as conditions of approval ofthisPemlit, including, without linlitation, the following: Prior to the issuance of a building permit for each lot, the building pennit applicant shall submit its plans for development and usc of the lotto the City of Rifle for staff review to ensure compliance with the City ofRitle Watershed District Ordinance and this Permit. If a separate Watershed District Penuit is required for the development or usc of the lot, such pennitshall be required prior to the issuance of a building permit. If the development amI use ofthe lot complies with this Permit and a separate Watershed District Pemlit is not required as determined by staff, the City shall issue a Letter or Compliance enabling the issuance of a bUilding permit lor the lot. • Upon any cbange oCOWllership, Jessee or use of allY lot in the Project, the owner, lessee or L1ser shall notify the City of its plans fo!' the usc of the lot with enough specificity for the City ofRin" slal'l'to review to ensure compliance with the City of Rifle Watershed District Ordinance and this Pennit. If a separate Watershed District Pemlit is required lor the new development or usc of the lot, such permit shall be required pursuant to this Permit and the Watershed District Ordinance. If the ncw development Of usc of the lot complies with this Pennit and a separate Watershed District Pemlit is not required as detennined by staff; the City shall issue a Letter of Compliance evidencing compliance with this Pcrotit. Upon such change of ownership, lessee or use, the City shall inspect the lot at the expense of the Applicant to ensure compliance with the temlS and conditions of this Pemlit and the Watershed District Ordinance. • TIle Final Plat for the Project shall contain a plat note stating that the Property is T:\?no.'i\CIlt.:lIL~\n if1c\l{ -J(30<4)flisR -1981 \[locun\cnts'l WSPcrnUtU 1-05. wpd -3- 08-28-2006 16:52 9706254136 PAGES City of Rille, Colorado Watershed J)i~trict Permit No. I-OS n ig R Enterprises, I.!.C • • subject to City of Ritle Watershed District Pennit No. 1-05 rtlcorded with the Garfield County Clerk and Recorder as Reception No, and the conditions contalned therein, including widlout limitation the requirementthat each 101 obillin a Letter of Compliance from dIe City prior to the issuance of a building permit, and upon any change of ownership, lessee or use of any lot, the owner, lessee or user shall notifY the City of Rifltl of its plans lor the use or the lot with enough specificity for the City of Rifle staff to review to ensure compliance with the City of Rifle Watershed District Ordinance and this Penllil. The Project shall be inspected twice each year by the City at the expense of the Applicant to ensure compliance wilh lhe lerms and conditions of this Permit. All uses within the Project shall comply with all applicable federal, state, and county regulations regarding storage, handling, <md disposal of any hazardous suhstances; wastewater disposal;an(i slonnwater management. In addition, all representations, whether oral or written, made by the Applicant and/or its agents as part of the application and public hearing process shall he conditions of approval of the Permit. 14. All conditions of approval contained within any penllit issued to the Applicant tor the Project by <lily counly, slale and/or federal agency shall be deemed conditions of approval of lhis Permit. Any violation of the conditions of any other suehpermit issued shall be deemed a violation of this Permit subjec.t to all of the remedies provided for herein, 15. A copy of this Perrnit shall be sent by certified mail, return receipt requested, to the Applicalll, 16. 1l1is Permit shall not be effective until approved by the City and agreed tIl by the Applicant. Dated dlis , __ day of ______ , 2005. CITY OF RIFLE, COLORADO By .--.. -.. ---------- Mayor -4- 08-28-2006 16:52 9706254136 City of R,t1c, Colorado Wa\crshcd l>i$lri~t Penni! No. 1-05 Big R Enterprises, Ltc ATrEST: City Clerk PAGE6 City of Rille Watershed District Permit No. 1-05 accepted and agreed to this ___ day of ___ _ .. _. __ ,2005. BIG R ENTERPRISES, LLC By; Bob Regulski, Ma.nager I ;\2005V::li~lItl"l{ il1c\lt ·3(304)Bil!R· ) q II; I \1 )IICUIiLe IIl'\\ w~f'cnll.itO 1-{\5 wpd -5- 08-28-2006 16:52 9706254136 PAGE7 Exhibit A SurvCo, Inc. Profes$;onall.and Survevinll Services Legal Description Big R Commercial Park Subdivision A tract of land being silua!cd in the East y, of Section 11, TownRhip 6 SOllth, Range 93 W(:st of thc 6'h P.M., County of Garlicld, Slate ofCulumdu, said tract of land being descrihed by metes Md hounds as follows: Beginning at the Southwest corner ofthe SEt/4NE1I4 o[said Section II, said Southwest comer being a standard monument and brass cap, l'LS No. 9009 found in place; thence S.88°58'05"£. 302.16 [eel along the South lim' of said SE1I4NEI/4 to a point on the NOithel'ly Right of Way line of Colorado State Highway No.6; thence S.64°27'OO"W. 1340.79 fcct along said Northerly Right o[WlIy; thence departing said Northerly Right of Way line N.O 1°03 '22"E. 599.98 fect to a point 00 the South line of the SwI/4NE1I4 of said Section 11; thence S.8g"58'05"E. ,103.04 teet along Ihe South line of said SWI/4NEI/4; thence departing said South line N.01 °09' 17"E; 1318.21 feet to a point on the NOlth line of said SW1/4NE1I4; thence along saidNonh line S,S9°01 '49"li 792.09 feet to the Northeast comer of said Sw1I4NEl/4; thmec S.OI °05' 19"W. 1319.17 feet along the Euslline of said SWII4NEII4 to the Point offleginning. Sltid lraet ofland contsios 32.26 acres as descnbed. 6560 County Road No. 335. Unit No.6 P.O. Box 826 New Castle. Co. 61647-0626 Ph: (970) 984·9119 Email: survco@earthlink.net Fax: (970) 984·3993 FIRE PROTECTION PLAN Rifle Fire Protection District Telephone (970) 625-1243 -Fax (970) 625-2963 -www.riflefiredept.org 1850 Railroad Avenue -Rifle, Colorado 81650 November 1,2006 Mr. Bob Regulski BigR Enterprises, LLC P.O. Box 9 Rifle, CO 81650 RE: Big R CommerCial Park Dear Mr. Regulski: This letter supplements my letter of August 22, 2006 regarding the approval of the proposed fire protection system at Big R Commercial Park. As we have discussed, the fire protection system includes 100,000 gallons of water storage and .alarm systems for occupant evacuation and fire department notification. The 100,000 . gallons of fire protection water may be provided by any source, incl\lding well water, river water, and hauled water, so long as the water is of appropriate quality for use by . the Rifle Fire Protection District. Sincerely, .~c~ Michael C. Morgan . District Chief August 22, 2006 Rifle Fire Protection District Telephone (970) 625-1243 • Fax (970) 625-2963 • www.riflefiredept.org 1850 Railroad Avenue • Rifle, Colorado 81650 Big R Enterprises Attention: Mr. Robert Regulski Post Office Box 9 Rifle, Colorado 81650 Reference: Big R Commercial Park Mr. Regulski, As you are aware, the Rifle Fire Protection District Board of Directors has reviewed your proposal for flre protection water at Big R Conuiiercial Park. In light of the data you provided including the soils test reports, the District Board has agreed that it is not practical torequire a 180,000 galloll storage supply of water. As stated in the 2003 International Fire Code in Appendix B, section B 103.1, the amountof fire protectioll water can be decreased for circumstances such as this. The District understands that you intend to provide two (2) 50,000 gallon storage tanks . that are connected together and a distributiOil system. It is also our understanding that notiflcation systems will be installed for occupant evacuation and fIre department notiflcation. . The District has accepted your proposal with the following understandings: 1. Final approval and acceptance of all fire prote~tion systems will be required upon completion... . . 2. The District will continue to work with you and your engineers for flnal design and acceptance of the flre protection water systems. 3. This decrease in water requirements dod not negate any other building or fire code requirements including but not limited to future buildings requiring fire sprinkler systems. 4. The systems installed on these properties will serve primarily as "life safety'" systems. The ability of the District to suppresS fires may be limited due to fire , protection water capacities: The District accepts no liability for this adjustment in code reqUirements. ' Thank you for your cooperation and Ilook forward to working with you in .the future. S .. incereI Y, r::::..~ ~~"---Mike Morgan Chief ~ COLORADO ,., RIVER a "a ENGINEERING, INC. Mr. Michael Morgan District Chief Rifle Fire Protection District Via Hand Delivery May 30, 2006 RE: Big R Commercial Park Dear Chief Morgan: P.O. Box 1301 Rifle,CO 81650 Tel 970-625-4933 Fax 970-625-4564 Colorado River Engineering, Inc. (CRE) has been assisting Mr. Robert Regulski with civil engineering aspects of his proposed Big R Commercial Park located along Highway 6 & 24. We are seeking approval for changes to the proposed water supply plan for the fire suppression system. As you may recall, the original plan developed at Preliminary Plan stages envisioned 180,000 gallons of raw water storage in an underground concrete storage tank. The tank would provide a pressurized supply via pumped water delivery through a 10-inch pipeline. During development of the final engineering design of the project problems were encountered that have prompted system design changes. The primary design constraint was the size of the concrete tank combined with a high groundwater table posed a risk to future settlement of soils and tank degradation. The complexity of the pumped system also became mechanically complicated. We have explored options and Mr. Regulski would like to request that the fire suppression system requirements be reduced with an increased commitment to early detection and warning systems. As proposed the revised plan would provide • Early Detection Systems installed in all of the existing enclosed buildings (six) and required installation on all new buildings. • 100,000 gallons of on-site storage be provided using smaller ±50,000 gallon storage tanks and dry hydrants for direct pumping. Attached for your review is a proposal prepared by Acme Alarm Company describing the system overview and existing building requirements. We have also prepared the attached map to illustrate the proposed location of the I OO,OOO-gallons of water storage and picture of one of the tank alternatives (steel-epoxy coated). If the changes were approved we would provide detailed engineering design drawings for you review and comment. If you have any questions, please do not hesitate to call 970-625-4933. ChilSOpher Manera, M'l. CM:cm cc: Barbra Clifton Morgan1.doc· "" .. ~ • ~ I ~ I ¥ " il ~ f I i .. • ~ ~ ~ "i ! • LOT 8 ." ..... LOT 7 "" ...... l.OT 6 ........ LOT 5 ......... LOT 4 ......... LOT 3 .......... -~ "" ---_. IHH+"',.- LOT 9 ........ 000 gallons dtr''':'''e LOT 10 233 ..... Big R Commercia! p,", Revised Tank Layout (Conceptual) A Ha~ 24 Os 11:43a May 24, 2006 Aome Alarm 19706250870 Acme Alarm Company PO Box 883 Rifle, CO 81650 Phone 970-625-3398 Fax 970-625-0870 "We Set The Standatds for Security!1O m SlLENT ~KNIGHT Re: Fire Alarm Detection Systems ~ Install early detection systems in six of seven existing buildings on the tracks of land known as Big R Commercial Park Subdivision. The detection systems shall consist of heat detection, smoke detection where applicable and manual activation. All devices shall initiate a general alarm at the fire alarm control and report to a monitoring station. The general alarm notification appliances shall consist of audible and visual notification appliances. All visual appliances shall be synchronized per ADA requirements. System Overview; Each fire alarm system shall be point addressable and each fire control panel shall be an engineered fire control panei. provided by Acme Alarm Company Inc (AAC). Transmittion of all signals shall be conducted through two phone lines provide by the bUilding owner. The phone lines shall be set up for line seizure to insure signals are not interupted. All alarms shall be dispatched to Garfield County Dispatch via the monitoring station designated by AAC. An exterior hom strobe shall be provided on each facility to identify the building in alanm. Exterior horn strobes shall be a minimum of 75 candella. All signals shall be monitored by AAC and service performed when necessary Annual test and inspections shall be perfonmed by AAC per NFPA 72 requirements. Reports shall be filed with the building owner and Rifle Fire Protection District. Builcjing SYstem Overview: Building Two and Three (Rain For Rent) Approximately 3392 Sg.ft. Coverage for this facility shall consist of heat and smoke detection. Heat detection shall be set at 1 50 degrees with a rate of rise setting not to exceed 14 degrees per minute. Smoke detection shall be installed in the office area only_ A manual pull station shall be installed at the south passage entry to the garage at Rain for Rent and at the north entry to the Truck Shop. Notification shall consist of two horn strobes in the Truck Shop, one horn strobe in the garage of Rain for Rent and one strobe in the office. Spacing of all heat detectors is 50 feet with a de- rating set by NFPA 72 according to ceiling height. 1 p. 1 Ma~ 24 06 11:43a Aome Alarm 19706250870 Building Four (Fowler and Peth) Approximately 7000 Sa.ft. Coverage for this fadlity shall consist of heat and smoke detection. Heat detection shall be set at 150 degrees with a rate of rise setting not to exceed 14 degrees per minute. Smoke detection shall be installed in the office and front counter areas. Manual pull stations shall be installed at the east and west passage entries to the garage and at the customer entry to the sales counter. Notification shall consist of three hom strobes in the warehouse, one horn strobe in the showroom, one hom strobe in the front counter area and one strobe in the office. Spacing of all heat detectors is 50 feet with a de-rating set by NFPA 72 according to ceiling height. Building Five Approximately 3200 Sp.ft. Coverage for this facility shall consist of heat detection only. Heat detection shall be set at 1 SO degrees with a rate of rise setting not to exceed 14 degrees per minute. Manual pull stations shall be installed at the east and south passage entries. Notification shall consist of three horn strobes. Spacing of all heat detectors is 50 feet with a de-rating set by NFPA 72 according to ceiling height. Building Six (Transmittion Shop, Able Electric, and American Linen) Approx.·672Q Sa.ft. Coverage for this facility shall consist of heat and smoke detection. Heat detection shall be set at 1 50 degrees with a rate of rise setting not to exceed 14 degrees per minute. Manual pull stations shall be installed at each of the south passage entries to the units. Notification shall consist of one horn strobe per unit and one strobe in the Able Electric office;· Spacing of all heat detectors is 50 feet with a de-rating set by NFPA 72 according to ceiling height. Building Seven (Fowler and Peth open. storage) Approx. 6720 Sa.ft. No coverage to be installed at this time Building Eight (Wilson Supply, Drjll Head Shop Etc.) Approximately 9600 Sa.ft. . Coverage for this facility shall consist of heat detection. Heat detection shall be set at 150 degrees with a rate of rise setting not to exceed 1-4 degrees per minute. Manual pull stations shall be installed at each of the south passage entries to the units. Notification shall consist of one horn strobe per unit. Spacing of all heat detectors is 50 feet with a de-rating set by NFPA 72 according to ceiling height. System Reguirement~; Device Box Schedule 1 All devices shall be mounted to back boxes. 2 Back boxes for each pull station shall be single gang deep. 3 Back boxes for each smoke detector and heat detector shall be 4-inch metal octagonal, or four square with a pring. 4 Back boxes for each hom strobe shall be four-inch square 2 1/8 inch deep box. Back boxes for each strobe shall be four inch square 2 1/8 inch deep. 2 1'.2 Ma~ 24 06 11:43a Acme Alarm 19706250870 General Installation Notes 1 Corridor end smoke detectors to be mounted a maximum of 20' from the end of the corridor. 2 Smoke detectors shall be located a minimum of 3' from any air supply or return. 3 All smoke and heat detectors shall be mounted on the ceiling and a minimum of 16 inches from any corner. 4 All initiating loops shall be wired in 1 6awg 4 conductor FPLP fire wire. S All rough-in wiring shall be labeled at each device and junction. 6 All rQugh-in wiring shall be mounted to structural framing. 7 Wiring for all devices shall be run in emt conduit. 8 Wiring in parking garages, mechanical, or electrical rooms shall be housed in emt conduit. 9 Conduit size shall be determined by the number of conductors. 10 Any devices falling on lighting fixtures or other obstructions to be moved according to the above parameters. Pull Stations 11 Double action pull stations shall be located 46" AFF to bottom of pull station, 48" to actuating mecha nism. 12 Pull stations are to be clear of obstructions a minimum of 3" surrounding the device. Notification Circuits 1 3 Wire for speaker notification circuits shall be 14awg FPLP two conductor shielded fire wire. 14 Wire for strobe notification circuits shall be 14 awg FPLP two conductor fire wire. 1 S All notification circuits and initiating device circuits (addressable), shall be CLASS B wiring loops unless otherwise specified on prints. 16 Wire for sounder base circuits shall be 1 4 awg FPLP two conductor fire wire. Initiation Circuits (SLC) 17 All initiating circuit wiring is to be run a minimum of 6 inches from AC power and cross AC power at right angles. All system design specifications are subject to AHJ approval through Rifle Fire Protection District. Changes in facility use may dictate design changes in the fire systems. Thank you, Clint Bartels .4rJnc-,4Ia-un-~ln/ul#'1I ~<7ru'. 303 CR 265 Rifle, CO 81650 970.625.3398 tel 970.625.0870 fax clint@acmealarm.com 3 p.3 VICINITY MAP l' , 2000' GRAPHIC SCALE w 2177 -1 j 1-00-35 7 Scott Or'ld LInda Bryndtdson 1831 ROllrOOQ Ave RI'fle, CO. 8;650 100 0 50 100 20D 400 ~~~·-~I_I~I--!~~~I ( IN FEET ) 1 Inoh -100 ft. @ Indlco.t£>s Set No.5 R£>bor \J/Plastlc Cap, PLS No. 27613 Contour In teo rvo.ll 1.0 rt. veortlcat DATE or SURV E YI F'EBR UARY, 2004 DA TE OF' MAPPINGI NOV .• 2006 Tot al Acreage of Subdi vision -38.26 acres Tota l No. of Lots -10 Tota l COMMerc/al Acreage -30.51 acrps Tota l dedicated Street RIght of \Jay -1.75 acres, S -;;;-~-1~ 2177-111-02-011 VI Sanchez Drywo.lL fnc. .~ 420 'W 27th S"';. 2; 77-11l-02 -001 AlFred::! SQlo.z:.r So. RiFle, l:J. Q.1l 81650 "'0 27653 Hlghw::y 6 o.nd 2 4, Sp. 4D8 R!fle, CO ~ 0 >'" 'i' ~ 5 362 Road Right of "o.y Eas!'Ment (Presr fptfv p ) Green Subdivis Ion ExeMption Plat , LOT 8 2 ,87 Acres 8:650 5376 1 60.00'-j 1 _______ .12':" U.,!!tlty and DraInage EaSE'MPnt I t-r---S~~~~~~~~~~ 1 --------. '~ LOT 7 2 .03 ~cres '" ' 89',25 '16 ' R ' 50.00' L = 78.03' 12' U t ility ond Drainage> EaseMe "t --------------t--t--~~~--~~~~~~~-~-., L 45.00' 1 1 1 LOT 6 2.0J AcrE"s '" "57'50'59' :\ R = 5 0.00' \ L " 50.48 ' \ \ \ \ p 12 ' Utilit y and Dralnagtt EaseMent ~3 72.70 \ ~~,51 1 1 1 " 1 c ----------------- S 4 12' -------- S LOT 4 2.00 Acres o 1 " L _ ~366~ __ -!€:... ~I !!!y-,,~ ..!r o l n",-ge~ !~,~~! 1 1 1 1 1 -------- 5366 LOT 3 2 .00 Acres _______ 12' ~tltltL ~~ D!:.a~2! .,Eo.seME'nt ----------- I--4 5.00' LOT 2 1 3.9J AcrE"s 1 1 1 1 1 Draln ogE' and 608.78' g Ii Ut ility [SMt: Fire Storag~ ci i i ~ L _ -=a :eMent - ---:"'"....,-::,-\ a:: \!) -CO --o-l ~ ra ___ l ___ Jol~ ________ ~ __ 1-----~~::::_-:-:_7::_:=:_:_::_:_..!:!.J!!~~~.Jt.-----.....,=~:!~j;;;;~~J.=~ ... ~,... __ _ _ 15' .J!t!!!i>L E.S'M,·nt .\,,11.. -4"-__ ExistIng E~:;;;,!~~n'~1 Gate to C 1 1 1 1 1 " 1 05377~' 1 1 1 1 "1 ~ 1 ~I ~I L OT 9 2 ,45 Acrtts ~I >.1 ~I !)I ~I 1 1 1 1 1 1 1 1 1 1 10' Utility ond 1 Dr0!!l0~ .fSMtJ N 89'52'28' ~ 0> ~ EI "'I ~I >.1 ~I !)I ~I 03 1 LO T 10 r 1 w Center 1/4 Corner -.:r::-~~J~~,' ,T 113-- - - - - -- --1:>'14 --, Section n. Found : ....... ;----\--~:__=~~~~:-:~~:.::~~~rt~ Standard MOn~ME"nt 'WIB ra ss Cop. PLS 9009 EXISITING ZOI\'jNG, CIG -COMMERCIAL GC:I\[RAL MINlt-'UM SETBACKS, (J) FRONT YARD (A) At;.>TERIAL STr<'EETS, SEVE'" TV-FIVE (75) rEET .. ROM STt;.>[ET CENTERLINE Ot:? FiFTY (50) 'EET Ft;.>OM FRONT LO~ LINE, liHICH E VER IS GRt:.oT[R; (B) LOCAL S-REETS' rrrn (50) r~[T FRO"'! STREET CENTER- LINE OR T ..... [NTY-FIV[ (25) FEEET FROM 'RDNT LO-LINE. ..... HiCHEVER IS +' GqE.oTER. ~ (2) REAR YARD· Hlt:NTY-rIVE (25) FEET ::-RDM RE~R LOT Uf\lt: FOR L:JTS x OCJP:C:D BY RESrn[NT/AL USr-S, SEVEN AND ONE-YALF <7.5) ~TET FOR LOTS l&J \JfTH NO RESfDEI\'TlAL OCJPANCY; (3) SIDE Y4RE, T~I\' no) FEET ,ROM SIDE LeT LINE DR ONE -HALE (1/2) THE 1 1 ,0' No--.-c'u".'O Pu"~ HEIGHT Cf TYE PRINCIPAL BuILDING, ..... YICI-'EVEt;.> IS GREATER .. " .. .... I Sl'rvlc . 1't1'Sl'l'II'nt. JJook 943. Po.g . 189 p'::;".,~,:,;,( MINERA I nVNERSI 10.1J()' ~""-,L-tl g 2~' \ \ \ \ \ AS TO TH( PORTION or THE PROpERTY IN THE N'w'1I4SEJl4 Of SECTION 11, i:.':I';VI'O ~t;9 . TO,*N SH IP 6 SOUTH RANGE 93 .... EST Or THE 6TH P.M.I 0.1: pog· V AL TER C. OLINGER AND ETHNA M CONNER 2133 TETON TOA D GRA ND JUNCTlO N, CO. 81503 I AS TO THE REMAINDER OF THE PROPERTYI BIG R ENTERPRISES P.O. BOX 9 \ RILrLE. co . 81650 MIN E RA I ! r s s ff si 2177-111-00-357 Scott and Linda Brynolldson 183! Rait"'oad Ave. Rifle, CO 81650 20.00' --t~ AS TO THE: PORTION OF THE PROPERTY IN THE N,*1I4SEJl4 OF SECTlON II , TOI,JNSHI P 6 SOUTH, RANG E 93 \JEST Or THE 6TH p .M.1 ANTERO RE SOURCES II CORPORATlON 1625 SEVEN TE NTH ST REE T \ SUlTE 300 DEN VE R, CO. 80202 AS TO THE REMAINDER OF THE PRO PE RTYI APOLLO ENERG Y, LLC 1557 OGDEN STREET SUlTE 300 DENVER, CO. 80218 Sheet 1 of 1 Cl ient: Bob Regulski Drown By: S. Phelps Dote: 16/Jon./2006 . dwg File: 95.020.PRE Jo b No.: 95-020 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 7 Exist. I'd" F /F :5363.8 + LO T 1 \ 9.93 ACn;>s 5363 • \ Asphalt Lot 2177-/13-00-298 ~lchQ"'d N. Casey POBox 1815 Rlfte, CO. 81650 217 7 ~ 111 -DO~ 343 Arc!;s A. Gre>e>r1 PRELIMINARY SUBDIVISION PLAT 603 County Roed No. 221 RiflE:', CD Big R Commercial Park Subdivision Northeast 1116 Corner SectIon 11. F ound S to ndar d MonuMent 'w'/Brass Cap, PLS 9009 3D' 'w'ltn p ss Corner ---Cf:U Exlst. Ovhd/ Utility L!ne<s) 2177-111-00-474 81650 Peth HOldir"lgs Lhi ted Partnership 340 N. AnE'ricar Blvd, Cheyer'lr'le, I,./Y. 82007-1008 Legend of SYMbols -0-Trarflc Control Sign ~ Exis t . F l r~ Hydro.nt wv t><l Exis t . I,J<loter V a lve A Tract of Land Situated in the East 1/2 of Section 11 Township 6 South, Range 93 West of the 6th P.M. County of Garfield, State of Colorado C[RTrrrCATt Of nE'orcATION AND OVNERS HlP KNOIo/ ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING SOLE o"'NER I N FEE SIMPLE OF ALL THAT REAL PROPERTY SlTUATED IN SECTlON l/, TO"'NSHIP 6 SOUTH, RANGE 93 "'EST OF THE 6TH P.M., COUNTY OF GARFIEL D. STATE or COLORADO, SAID TRACT or LAND BEING MORE PARTlCULARL Y DESCRIBED AS rrlLLOVS, PROPERTY DrSCRIpTIQN A TRACT Of" LAND SITUATED IN SECTlON 11, TO"'NSH IP 6 SOUTH, RANGE 93 "'EST OF THE 6TH P.M" COUNTY or GARF'lELD, STATE or COLORADO, SAID TRACT Dr LAND BEING DESCRIBED BY METES AND BO UNDS AS rOlLOW'S! BEGINNING AT THE SOUTHIo/EST CORNER OF THE SE1/4NE1/~ OF SAID SECTlON 11. SAID SOUTH"'EST CORNER BEING A STANDARD MONUMENT AND BRASS CAP, PLS NO . 9009 FOUND IN PLACE) THENCE S.88"58'05 I E. 302.16 FEET ALONG THE SOUTH LINE Of' SAID SEJ/4NEI/4 TO A POINT ON THE NORTHERLY RIGHT OF "'AY LINE OF' COLORADO STATE HIGHIo/AY NO.6) THENCE S.64·27'0 0''''. 134 0.79 FEET ALONG SAlD RIGHT OF "'AY) THENCE DEPARTlNG SAID NORTHERL Y RIGHT OF "'AY LINE N.Ol*03 '22IE. 599.98 rEET TO A POIN T ON THE SOUTH LINE OF' THE SIJJ/4NE1/4 OF SAID SECTION 11) TH ENCE S.88's8'Os'E 103 .0~ ,Err ALONG THE SOUTH UNE OF SAlD S",lI.NElI.) THENC E DEPARTlNG SAlD SOUTH UNE N.OI '09'17'£. 1318.31 FEET TO A POINT ON THE NORTH LINE OF SAID S"'1/4NEI/') THENCE ALONG SAlD NORTH LINE S.89'Ol'49'£. 792.09 FEET TO THE NORTHEAST CORNER OF SAID Slo/l/~NE1/~) THENCE S.01'OS'19'1O/, 1319.17 FEET ALONG THE EAST LINE OF SAID S"'I/~NE1I4 TO THE POlNT OF BEGINNING. SAlD TRACT OF LAND CONTAINS 32.26 ACRES AS DESCRIBED. HAVE BY THESE PRESENTS LAID OUT, PLATTED AND SUBDIVIDED THE SAME INTO LOTS AND BL OC KS AS SHOWN HEREON AND DESIGNATE THE SAME AS THE 'B IG R COMMERCIAL PARK SUBDIVISlOW A SUBDIVISlDN IN THE COUNTY or GARFIELD. STATE OF' COLORADOJ AND DO HEREBY GRANT TO SAID COUNTY OF GARFIELD FOR PUBLIC USE THE STREETS SHOIo/N HEREON INCL UDING AVENUES , DRIVES, COURTS, PLACES AND ALLEYS, THE PUBLIC LANDS SHD'w'k HEREON FOR THEIR INDICATED PUBLIC USE AND THE UnLITY AND DRAINAGE EASEMENTS SHOIwiN HER EO N FOR UTILITY AND DRAINAGE PURPOSES ONLY. PROVIDED HO'w'EVER THAT SUCH APPROVAL IN NO 'WAY OBLIGATES THE COUNTY OF GARfIELD FOR FINANCING OR CONSTRUCTlNG IMPROVEMENTS ON LANDS. PUBLIC HIGH'w'AYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SPECIfICALLY AGREED TO BY THE COUNTY OF GARFI ELD . EXECUTED THIS _________ DAY OF _____________________ ,A.D . 20 ___ _ COWTY COHMISSlONfR S CERTIfICATE TH IS PLAT, APPROV ED BY THE BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY, COLOR ADO THIS __________ DAY OF _________________ , A.D . 20 _____ , FO R FILING "'lTH THE CLERK AND RECORDER Dr G~RrIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF GARrIELD PUBLIC DEDICATlDNS SHO,*N HEREDNJ SUBJECT TO THE PROVISlDNS THAT APPROVAL IN NO 'WAY OBLIGATES THE COUNTY OF' GARfIELD FOR THE FINANCING OR CONSTRUCTlNG OF IMPROVEMENTS ON LANDS , PUBLIC HIGH"'AYS OR EASEMENTS DEDICATED TO THE PUBLIC EXCEPT AS SP ECIFICA LLY AGREED TO BY THE COUNTY OF GAR FIELD AND F'URTHER THAT SAID APPROVAL SHALL IN NO 'WAY OBLIGATE THE COUNTY OF GARFIELD FOR MAINTENANCE Or STREETS AND UTILITIES DEDICATED TO TH£ PUBLIC UNTIL CONSTRUCTlDN Dr IMPROVEMENTS THEREON SHALL HAVE BEEN COMPLETED TO THE SATiSFACTION OF' TH E BOARD Dr COUNTY COMMISSIONERS OF' GARFIELD COUNTY, CQ LORADD . BY, -CHAIR'MAN:-SDARD -Dr-CDUNTY-CDMMJiSiONERS GARFIELD COUNTY, COLORADO. "'lTNESS MY HAND AND SEAL OF THE COUNTY or GARFIELD, COLORADO. ATTES TI __________________________________ _ COUNTY CLERK ATTORNEY 'S CERTIfICATt I. _______________________________ AN ATTORNEy LICENSED TO PRACTICE LA'W IN THE STATE Or COLORADO, DO HEREBy CERnFY THAT ALL DEDICATIDNS TO THE PUBLIC , AS DESCRIBED ON THIS FINAL PLAT ARE FRE£ AND CLEAR OF' ANY LIENS, CLAIMS AND ENCUMBRANCES OF RECORD EXCEPT AS FOLLO"'S ' ---------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ BY. -------ATTORNEY --------------- ~ Exist. l,Jat~r Shut-off Valve t'Q., Exist . UtlUty Pole O"'NER' BIG R ENTERPRISES, LLC DATE , _____________________________ _ ~ f inish F loor Spot Eleva tlon C!) Exist. \Jell BY, -iOBERT-M,--REGU LSKI-:-MANAGER- • Property Pins FOl,.lnO or Set STATE OF COLORADO ) --t---Overheo.d Utility L1ne(s) S.S. COUNTY OF GARFIELD ) ~ Soils Test Hole <= Dro.lno..ge Direction ($) Septic To.nk Llo O\iN£R /APPUCANT BIG R ENTERPRISES, LLC CIO ROB ERT REGULSKI P.O. BOX 9 RIF LE, CD. 81650 970-625-C'410 4TTORNEY BARB CLIFTON THE rOREGOlNG DEDlCATION VAS ACKNOlJLEDGED BEFO RE ME TH1S ________ DAY o r ___________________ ,A.D. 20 ____ , BY ROBERT M. REGUL5KI, MANAGER, BIG R ENTERPRISES, LLC. MY COMMISSION EXPIRES 2177-111-00 ~3 90 Richard" Casey P.o Box 1815 RiflE:', CO 81650 ----------------------------------------_. 'WITNESS NY HAND AND SEAL STUVEIO,l, LEMOINE AI\D CLIFTON, PC PO, BOX 907 OIJNERI BIG R ENTERPRISES, LLC RIr!..[. CO. 81650 625-1887 E'KilNEER CY,"lS I"ANERA CD_ORADO ,~rvER ENGII.JEER1NG 136 E 3RD ST RIFLE, Co. 81650 625-4933 SU~VEYO~ StI\fUEL PHELPS SURVCO, TNC 826-112 GRAND ~VE GLENviOoD SPRINGS. CG 81601 945-5945 Pn /l"'li: f"lF BeQlnnlng £ast-Center 1/16 Corner Sectio n 11 . F ound Stan d ard MonUMent Io//Bross Cop, PLS 9009 Found Rebar 'W / 5368 AlUM . Cap. PLS 9009 PLAT NOTES , BY' PETER-VAN-OOMELEN-:-MANAG£R---- STATE or COLORADO ) S .S. COUNTY or GARFIELD THE FOR£GOlNG DEDlCATION "AS ACKNO'w'LEDGED BEFORE HE THIS ________ DAY OF ___________________ ,A.D. 20 ____ , BY PETER VAN DOMEL,N, MANAGER, BIG R ENTERPRISES, LLC . MY CO MM ISSIO N EXPIRES _________________________________________ . 2177-114 -00-294 2177-lJ 4 -00-305 Oldcc.stle> S ..... Group, Inc. P.D Box 3609 (ro,nd jl..lncton, CO. 815D2 "'ITNESS MY HAND AND SEAL 114 CornE'r SectIon 11, Fo~nd Standard MonUMent Io//AluM. Cop, PLS 9009 1) INDIVIDUAL CITY OF RIFLE Io/ATERSHED PERMITS SHALL BE REQUIRED FOR ALL NE'" USES ON ALL LOTS AND A COPY or THE CURRENT AND SITE SPECIFIC PERMIT SHALL BE SUBMITTED Io/ITH ANY NEIo/ APPLICA TlONS FOR A BUILDING PERMIT. 2) THE Olo/NERS or ALL LOTS SHALL BE: PROHIBITED rROM CONS TRUCTING OR USING ANY EXISTING STRUCTURES FOR AN Y DIo/ELLlNG USES. THIS RE S TRICTION IS DETAILED IN THE LOT Olo/NER'S ASSOCIATION 'DECLARATIONS OF COVENANTS , CONDITIONS AND RESTRICTIONS' AS SUBMITTED AS PART OF THIS FINAL PLAT. TH E DOCUMENT PROVIDES THAT FUTURE RESIDE:NTIAL USE IS POSSIBLE ON SPECIFIC Lores) Io/ITH APPROVAL OF THE BOCC PURSUANT TO A RE-SUBDIVISION PROCESS INCLUDING PRELIMINARY AND FINAL PLATTING Io/ITH APPROVAL OF A Io/ATER SUPPL Y PLAN, PAYMENT OF SCH OOL IMPACT rEES, REVIEIo/ OF TRAFFIC IMPACTS AND ALL OTHER REVIEIo/ REQUIRED B Y THE LAND USE COD E OF GARFIELD COUNTY THEN IN ErrECT. 3) ALL ISDS SYSTEMS MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. 4) EACH NEIo/ BUIL DING SHALL BE REVIEIo/ED AT THE BUILDING PERMIT PHASE TO E VALUA TE ANY ADDITIONAL FIRE PROTECTION REQUIREMENTS AN D NO PERMIT Io/ILL BE ISSUED Io/ITHOUT A RlrLE FIRE PROT ECTION DISTRICT APPR OVAL LETTER. 5) SITE SPECIFIC GEOTECHNICAL STU DIE S SH ALL BE CONDUCTED FOR INDIVIDUAL NEIo/ LOT DEVELOPMENT AND A COpy or EACH PERTINENT STUDY SHALL BE INCLUDED AS A PART or ALL NEIo/ BUILDING PERMITS APPLI CATION. 6) THE MAXIMUM LOT COVERAGE FOR AL L COMMERCIAL USES SHALL BE EIGHT y -rIVE PERCENT <85 Y.>. 7) ALL STREETS ARE TO BE DEDICATED TO THE PUBLIC, ARE NOT PRIV ATE , AND SHALL BE MAINTAINED BY THE LOT Olo/NER 'S ASSOCIATION AS DETAILED IN THE DECLARATION OF COVENANTS. 8) ALL PERMISSIBLE COMMERCIAL ESTABLISHMENTS IN THIS DISTRICT SHALL BE ALLOIo/ED Io/HEN THESE FOUR (4) REQUIREME NTS ARE OBSERVED, A) ALL FABRICATION, SER VICE AND REPAIR OPERATIONS ARE CONDUCTED Io/ITHIN A BUILDING. B) ALL STORAGE MATERIALS SHALL BE Io/ITHIN A BUILDING OR OBSCURED BY A r ENCE . C) ALL L OADING AND UNL OADING OF VEHICLES IS CONDUCTED ON PRIVATE PROPERTY. D) NO DUST, NOISE, GLARES OR VIBRATION IS PROJECTED BEYOND THE LOT £) AL L LOT Olo/NERS SHALL MAINTAIN THAT ALL OUTDOOR LIGHTING SHALL BE DIRECTED DOIo/NIo/ARD AND INIo/ARD. 9) AS EACH NEIo/ BUILDING PERMIT IS SUBMITTED TO THE GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT , EACH LOT Olo/NER SHALL ALSO SUBMIT THE MOST RECENT UP-TO-DATE 'COUNT or THE ACTUAL AVERA GE DAIL Y TRIP ANAL YSIS' AS REQUIRED TO BE DETERMINED BY THE LOT Olo/N ER 'S ASSOCIATION AND APPROVED BY THE COLORA DO DEP ARTMENT or TRANSPORTATION AT VARIOUS INTERVALS THROUGHOUT THE DEVELOPMENT or THE LOTS IN THE SUBDIVISION. THIS REQUIREMENT IS DESCRIBED IN THE ACCESS AND UTlLITlES/CDOT PERMIT COMPLIANC E: SECTION OF THE DECLARATION OF THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE BIG-R COMMERCIAL PARK . 10) THE TOTAL AREA DF NON-RESIDENTIA L FLOOR SPACE \JILL BE GOVERNEND By THE lOT CO VERAGE REQUIREMENTS or THE GARf'IElD COUNT Y ZON( DfSTRICT REGULATION IN ErrECT AT THE TlME OF THE BUILDING PERMIT APPLlCATlON. THE:N NUMBER OF OFF-STREET PARKING SPACES SHALL BE THE MINIM UM NUMBER PER COUNTY ZONE REGULATIONS AT TH E TlME OF BUILDING PERMIT APPLICATION. GARElE;! n COUNTY CI ERK AND RE CO RDER'S CERIl[ICATf THIS PLAT "'AS F'lLED FDR RECORD IN THE orFICE or THE CLERK AND RECORDER Of GARfIELD COUNTY AT __________ O'CLOCK ___ M., ON THE __________ DAY Dr _____________________ , A.D . 20 ____ , AND IS DULY RECORDED IN BOOK _____ , PAGE ______ , RE:CEPTlON NO. ______________ • BY ' --nEPUTy-------------------------------- COUNTY SURY£YOWS CERTTfTCATf APPROVED FOR CONTENT AND rORM ONL Y AND NOT THE ACCURACY OF' SURVEYS, CALCUL ATlONS OR DRArTlNG. PURSUANT TO C.R.S" 38-sHOl ET. SEQ. DA TE, ______________________________ _ LIEN HOI PfR 's CtRunCATE THE UNDERSIGNED, BEING THE BENErICIARY Of A DEED or TRUST UPON THE REAL PROPERTY 'WHICH IS PlATTED AND SUB DI VIDED AS SHO'WN UPON THIS PL.AT, DOES HEREBY CERTrF'Y THAT IT HAS REV IEW ED THIS PLAT AND BY THIS C[RTJrICATI ON DOES HEREBY CONSENT TO SAID SUBDIVISION AND TO THE RECORDING THEREOf AND TO ALL DED ICATIONS MAD E BY AND UP~ THIS PLAT AS STATED IN THE CERTlrICATIDN or DEDICATION AND O'w'NER$HIP AND DDES HEREB Y SUBORDINATE ANY INT EREST IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATlONS TO THE ENTITlES TO 'WHICH SUCH DEDICATIONS ARE HADE. DATED THIS DAY OF 20' ____ ~ BY~' ________________________________________ _ TITLE" ________________ _ H£ roREGOJNG DEDICATIllN 'WAS ACKNO'WlEDGED BEF'ORE, ~M~E~T:H~lS:::::B;y:===~DA~Y~or:..._ ______ _ _______________ ,A.n 20_ BY MY COMMISSION EXPIRES _______________ _ 'WITNCSS HY HAND AND SEAL NOTARY PUBLIC S!IRY tYOR 'S CERT IfICATf L SAMU EL D. PHELPS. DO HEREBY CERTIfY THAT 1 AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LA~S or THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE , CORRECT AND COMPLETE PL AT OF THE ·BIG R COMMERCIAL PARK SUBDIVJSlOW, COUNTY OF' GARfIELD. STATE or COlORADO, AS LAID OUT, PLATTED, DEDICATED AND SHOIo/N H£REON, THAT SUCH PLAT Io/AS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISI0N AND CORRECT L Y SHO"'S THE LOCA TlON AND DIMENSIONS OF THE LOTS, E:ASEMENTS AND STREETS OF SAlD SU BDI VISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE ""Ill-! APPUCABLE REGULATlONS GOVERNING THE SUBDIVISION OF LAND. IN IJITNESS 'WH EREO F' I HAVE S E T MY HAND AND SEAL THIS 2ND DAY OF NOVEMBER, A.D. 2006. SAMU EL D. PHELPS COLORADO LICENSED PROfESSIONAL LAND SURVEYOR * 27613 FOR AND ON BEHALF OF SURVCO, lNC . SllRYfYORS' NOT[S 1) BEARINGS AS SHOIJN HERE ON ARE BASED UPON THE SOUTH LINE or THE NORTH EA ST 114 or SECI10N 11 AS BEARING S.88·58'05I E. BY MEANS or RTK GPS OBSERVATION . MONUMENTATlON BEING roUND IN THE FIELD AS INDICATED HEREON. 2) THIS SURVEY DOES NOT REPRE SENT A TlTLE SEARCH BY THIS LAND SURVEYOR TO DISCOVER EASEM£NTS DR OTHER ENC UMBRANCES OF RECORD . ALL INFORMATION PERTAINING TO O'WNERSHIP, EASEMEN T AND OTHER ENCUMBRANCES or RECORD HAS BEEN TAKEN ,ROM A TITLE INSURANCE COMM ITMENT ISSUED BY COMNDN'w'EAL TH TITLE C(]MPANY or GARFIELD COUNTY, INC ., TlTLE INSURANCE COMMITMENT OR DER NO. 0311047, ErFECTlVE DATE NOVEMBER 20, 2003. Norr CEI ACCORDING TO COLORADO LAY YOU MUS! COMMENCE ANY LEGAL ACTION BASED UpON AN Y DErECT IN THIS SURVEY MAP 'w'ITHIN THREE YEARS AfTER YOU F'lRST DISCOVER SUCH DEFECT . IN NO E VENT, MA Y ANY ACTION BAS ED UPON ANY DErECT IN THIS SURVEY MAP BE COMMENCED MORE THAN TEN yeAR S FROM THE DATE OF CERnFICA nON SHOIo/N HEREON. SurvCo, Inc. RTK GPS and Conventional Land Surveying Services 826-1 /2 Grand Avenue Post Office Box 2782 Glenwood Springs, CO, 81602-2782 Phone: (970) 945~5945 Fox : (970) 945-5946 E mo il: survcoCearthlink.net