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Home My WebLink About20070761 • 6/2003 INSTRUCTIONS CHANGE OWNERSHIP-ADDRESS-LOCATION CORRECTION FORM NO FEE IS REQUIRED The form must be typewritten or printed in BLACK INK. Initial and date any changes you make on the form. THIS FORM MAY BE REPRODUCED BY PHOTOCOPYING OR WORD PROCESSING MEANS. INCOMPLETE FORMS WILL BE RETURNED. Be sure to include the well permit number in the space provided at the top of the form. The form is to be completed by the new owner (the individual, company or entity claiming ownership of the well). Print the new owner's name and include the mailing address and phone number. Complete the well location information. If the address of the well location is different than the mailing address of the owner, include the address where the well is located. The actual well location must include %, 'A, Section, Township and Range. Check the appropriate boxes for North or South and East or West directions. Complete the Subdivision, Lot, Block and Filing information, if applicable. Indicate in the appropriate boxes if the form is submitted to change the ownership and/or address, or both. The individual, company or entity claiming ownership of the well must sign the form. If you are signing as a representative of a company who owns the well, then your title must also be included in the first block. Sign the second block and date the last block. USE THIS FORM TO CORRECT THE LOCATION OF YOUR WELL IF: A. Your well was permitted, registered, or first used prior to May 8, 1972 for ordinary household purposes in up to three single-family dwellings, fire protection, the watering of poultry, domestic animals, and livestock on farms and ranches and the irrigation of not over one acre of home gardens and lawns. B. Your well is not of the type described in A above, but was permitted or registered prior to May 17, 1965. Inside the Designated Ground Water Basins, other procedures and publication may be required. C. Your well was decreed by the Water Court for the correct location. IN ALL OTHER CASES USE FORM GWS-42 (CORRECTION OF WELL LOCATION FORM). If you have questions, contact the Denver Office or the Division Office where your well is located. Division 1 Division 2 Division 3 Division 4 810 9th St. 2n° Floor 310 E. Abriendo Ave Ste B 301 Murphy Drive 1871 East Main St. Greeley, CO 80631 Pueblo, CO 81004 Alamosa, CO 81101 Montrose, CO 81402 (970)352-8712 (719)542-3368 (719)589-6683 (970) 249-6622 Fax(970) 391-1816 Fax(719) 544-0800 Fax(719) 589-6685 Fax(970)249-8728 Division 5 Division 6 Division 7 Denver Office Direct mail to Box 396 Direct mail to Box 773450 701 Camino Del Rio Ste. 205 1313 Sherman St. Rm. 818 Glenwood Spgs CO 81602 505 Anglers Dr. Suite 101 Durango, CO 81301 Denver, CO 80203 50633 U.S. Hwy 6 &24 Steamboat Spgs, CO 80477 (970)247-1845 (303) 866-3581 Glenwood Spgs., CO 81601 (970) 879-0272 Fax(303) 866-5417 Fax(303) 866-3589 (970) 945-5665 Fax(970) 879-1070 Fax(970)945-8741 Call First 2007-0761 Z I. OFFICE OF THE STATE ENG'ER rqracgeasi(", ,3gy 80 SIB Centennial Bldg, 1313 Sharman. Deriver.Colorado 203 (r r+' '-,,t (3103) 8664581 FOR INSTRUCTIONS, SEE REVERSE SIDE STATEMENT OF BENEFICIAL, USE :o WELL PERMIT NUMBER 35062-F NELL OWNER JAMES) National Hog Farms, Inc. biting Address 25000 WCR 69 :ity, St. Zip Kersey, CO 80644 'hone ( 303 ) 353-9960 VELL LOCATION: COUNTY Weld OWNER'S WELL DESIGNATION 25000 WCR 69 RF.S-9 Kersey, CO 80644 (Address) ( SE 1/4 of the NE 1/4, Sea 34 Twp. 5 ON. «O S., Range 63 O E or®W. 6 P.M. 'stances from Section Lines 2205 Ft from CI N. or❑S. Une, 534 FL from®E. or O W Line ne well Is being used for the following purpose(s): Houses, lawns, & misc. uses. 'ater from the well was first used beneficially der this permit number, for the above described purposes on August 11 1989 . not report a date which is before the hatred date of this perm* te pumping rate claimed is 15 gallons per minute. e average annual amount of water diverted is 4.5 acre feet e land area irrigated (watered) by water from this well is: 1.4 0 Acres or O Square feet, (Number) .tubed as: SFn. Mk, Sec. 34, T5N, R63W (Lewd Desenpbory • 3s Subdivision Lot(s) Block FiEng/Unit ft dulled by: Canfield Drilling Co. No: 765 ip installed by: Canfield Drilling t 1� Co. Ua Lk. No: 7 er Mfg. by LMI Milton Roy Serial No.: 91656081 Date InstaApprox. 12/92 cp 'e) have read the statements herein, know the contents thereof, and state that they are true to (our) wledge. [Pursuant to Section 244-104 (13)(a).C.RS., the making of false statements herein constitutes perjury le second degree and is punishable asa Class 1 misdemeanor.) 3me/T lie (Please type or odnq Gilliam J. O'Hare r; 2 /t. FOR OFFICE USE ONLY Accepted that those conditions of approval ad stated on the permit are oomplied with,,5/f9/fc4j a Ens. gineer 4� /APR 19 1995State . Court Case No. Div, I Co.ey6 . WD�� Basin MD a Use O sTATE OF COLORADO For M.Use only OFFICE OF THE STATE ENGi LA ! ono• fig_ ale Centennial Me.. 1313 Shaman St. Denver, Colorado 80203 . (303) 8663581 FOR INSTRUCTIONS,SEE REVERSE SIDE , LR STATEMENT OF BENEFICIAL USE WELL PERMIT NUMBER 035063E _w. LL OWNER AE(S) National Hog Farms, Inc. ,ing Address 25000 %JCR 69 ,St Tap Kersey, CO 80644 ne 303 353-9960 1 LOCATION: COUNTY Weld OWNER'S WELL DESIGNATION 25000 WCR 69 Kersey, CO 8O644 RES-1 - (Address) (City) (State) (rip) _1/4 ems NE 1/4.Sec. 34 Twp. 5 MN. or❑S., Range 63 ❑E or®W. 6 P.M. vices from Section Lines 1973 R. from®N. or D S. Line, 963 Ft from ID E. a❑W. Line. well Is being used forthe following purpose(s): Domestic, gardens & lawns w from the well was first used beneficially r this permit number,for the above described purposes on Sept. 22 19 8L. t report a date which Is balers the Issued date of this penult) 3umping rate claimed is 15 gallons per minute. average annual amount of water diverted is 4.5 acre feet and area irrigated (watered) by waterfront this wells: 1.4 Q Acres or O Square feet, (Number) bed as: SE(l - NEi - Sec. 34 - T5N - R63W • (Leg++enolmuora SubdNFsion Lot(s) Block Filing/Unit frilled by: Canfield Dri l linp Co. Lac. No: 765 installed by: Canfield Dril ling Co, lice No: 764 Mfg. by 1121 Milton Roy Serial No.: 92347352 Date Irmstalled:.ApUrox. I2/92, have read the statements made herein, know the contents thereof, and state that they are true to my (our) edge. [[Pursuant to Section 24.4-104 (19)(a) C.RS., the making of false statements herein constitutes perjury second degree and is punishable as a Class 1 misdemeanor.] me/rrtie (Please type or pstnt) rig tn IDALliam J. O'Hare f/er '° FOR OFFI USE ONLY Accepted that those conditions of approval as stated on. the permit are complied with, . I19I4ctb IIVIelSiefro;sta . g s-a , APR 19. 1995 State Engineer W Date 3ourt Case No. Div. I Co. k., t WD (O2 Basin MD Use =orm No. OFFICE OF THE St- E ENGINEER 3WS,25 r COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg..1313 Sherman St.,Denver.Colorado 80203 (303)866-35.31 LR WELL PERMIT NUMBER 242268 _ APPLICANT DIV. 1 WD 1 DES. BASIN MD APPROVED WELL LOCATION WELD COUNTY SE 1/4 NE 1/4 Section 34 NATIONAL HOC FARMS Township 5 N Range 63 W Sixth P.M. 25000 WCR 69 DISTANCES FROM SECTION LINES KERSEY, CO 80644- 2405 Ft.from North Section Line 106 Ft.from East Section Line (970)353-9960 UTM COORDINATES 2EGISTRATION OF EXISTING WELL Northing: Easting' ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2.unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) This well is recorded and permit approved in accordance with CRS 37-92-602(5)for historic use as indicated herein and described in CRS 37.92-B02(1)(b),being a well producing 15 GPM and used for ordinary household purposes inside two (2)single family dwellings,fire protection,the watering of domestic animals and poultry, and the irrigation of not more than one(1)acre of home gardens and lawns. 4) The date of first beneficial use, as claimed by the applicant,is December 31. 1968 . 742./0 Z .'PROVED /GC 2 o 41011^ Josh �.w✓wo��.d- State Engineer tf�! Receipt No.0491255 DATE ISSUED J U( 1.7 6 MJQ B EXPIRATION.DATE .IV A . - FL P.02 JUL,25-2002 THU 09:49 All TRC �'NER & FREEMAN FAX NO. 3038' ^� P. 06 • 1111111 ill 1111111 III 111111 IIIII 111111 III Ell It III! ols', ouRT 2990419 09/2&2002 03:39P Weld County, CO 4 of 24 R 121.00 D 0.00 J.A. "Sukl" Unkempt() • $( P 1 1 '97 . EXHIBIT B • • WftD COUNTY• COLA: DISTRICT COURT, WATER DIVISION NO. 1, COLORADO Case No. 94CW217 • FINDINGS OF FACT, CONCLUSIONS OF LAW; RULING, AND •JUDGMENT AND DECREE CONCERNING THE APPLICATION FOR WATER RIGHTS OF.NATIONAL HOG FARMS, INC. , IN WELD•COUNTY • ,• THIS NATTER, having come before this Court upon the application for approval of a plan for augmentation and claim for underground water rights, anti this Court having considered the pleadings, stipulations of the parties,• and comments of the • Division Engineer, and otherwise being fully advised, hereby makes the following Findings of Fact. and Conclusions of Law and enters the following Ruling: • Z. FINDINGS OF FACT •A. GE RaT. DEBC 7PT CN OF • 1,• National Hog'Farms, Inc. ("Nationale) owns and operates a confined livestock operation on approximately 27, 000 • acres in .eastern weld County, about ten miles east of Kersey, Colorado. This property is shown on the attached Exhibit 1 . ' _ 2. National's operatioq centers around a farrow to finish hog confinement facility, which consists af•twelve • separate units each housing a relatively permanent population of breeding sows and boars and a tradsient population of hogs at • various stages of• finishing.. . Water supplies, for the operation are obtained primarily from four high capacity alluvial wells, and from one surface water diversion that is used primarily for irrigation purposes . National also makes other and subsidiary water uses in connection with its operation, including supplying water for domestic and lawn irrigation uses to employee housing units through three additional, small-capacity wells. • Since commencement of livestock production operations in June 1989, National has diverted its necessary water supplies in 1 . • • • if ption: Weld,Co Document-Year.DocrD 2002.2990419 Page: 4 of 24 ... ^41i-2512002 THU 09:49 AM TRG. WIEWER a FREEMAN FAX Na 3038. loo P. 07 I2990419 NMIllIgllllllllllllll1111111i Will 11111110111 • 6 24 R OO 0 OSty O2O J:NP Wel01 1suhkamo Case No'. 94CW217 Water Division No. 1 accordance with the provisions of a substitute water supply plan approved annually by the Colorado State Engineer. In Case No. 88CW264 (B) , decreed on August 20, 1996 by the District Court, Water Division No. 1, National obtained judicial confirmation of the underground water rights attributable to its four high- capacity irrigation wells, and approval of a flan for augmentation to permit the continued use of those wells and a junior se No. 88cW24 (A) , dereed on April 30,�1996 byt the er rDistrict ight. aCourt, Water6DivisioncNo. 1, confirmed the joint application of Riverside Irrigation District, Riverside Reservoir and Land Company (collectively, "Riverside") and ,National for surface and storage water rights which comprise a recharge project. Recharge credits from the recharge project decreed in Case No. 88CW264 (A) are a source of augmentation water . in this case. This application seeks judicial confirmation of the • underground water rights associated with National's three small- capacity domestic\irrigation wells which supply water to National 's onsite employee housing units, and seeks judicial approval of a plan for augmentation to permit the continued use of those wells. These wells have been included in the substitute supply plan approved annually by the State Engineer, but were not included in the -application in Case No. 88CW264 (B) . ' • 3.and/or amendmentsetheretoehaves of be been byn to this the Irrigationistson Association, Lower South Platte Water Conservancy strict Central Colorado Water Conservancy District and heiGround,Water Management Subdistrict of the Central Colorado Water Conservancy District. The time for filing statements of opposition has • expired. _ 4 . National has entered into stipulations with the following parties concerning the decree to be entered herein: a. Lower South Platte Water Conservancy District. Central oWaterC nc and the Ground Water Management Subdistrict ofs the aCentrraltrict Colorado Water Conservancy District. c. Irrigationists Association. 2 'tion: We1d,CO Docent-Year.DociD 2002.2990419 Page: 5 of 24 _ _.___ um IlUL;25-2002 THU 09:50 AM TRC k JER & FREEMAN FAX NO. 3038` ;^ • P. 08 1111111 1111111 111 hill!11111 till ill 11111 Ell NE 2990419 09/26/2002 03:39P Weld County, CO 6 of 24 R 121.00 D 0.00 J.A. "Sukl"Ttukamoto • Case No. 94CW217 water Division No. 1 • • B. apnacancaum"thrkanaanazinscau 1 . Names of wells and permit, registration, or denial numbers: • A. Well No. RES-1 : Well Permit No. 35063-F. • • B. Well No. RES-2: Well Permit no. 35062-F. 2. Legal deecription of wells: A• ' Well No. RES-1 islocated in the SE/4NE/4, ' Section 34, Township 5 North, Range 63 West, 6th P.M. , at a point 1, 930 feet south of the.north section line and 1060 feet west of the east section line of said Section 34 . •• Section 34B.To Well No. RES-2 is located in the SE/4NE/4, location ,23ownship 5 North, Range 63 West, 6th P.M., at a west of the easteet sectionh of linethe of saidh .sectioSectionn341line and 525 feet 3. A. Source: ' South Platte River alluvium • B. Depth: . (1) Well NO. RES-1 is 120 feet in depth; and • (2) Well No. RES-2 is 117 feet in depth. 4 . A. Date of appropriation: (1) Well No. RES-1 -- April 26, 1989; and (2) Well No. RES-2 -- April 26, 1989 . B. applications for How welappropriation was initiated: By filing of permits. 3 - • • • 'tion: We1d,C0 Document-Year.Docrr 2002.2990419 Page: 6 of 24 ,,JUL-25r2Q02 THU 09:50 AM TR. TWER & FREEMAN FAX NO. 3038. ,5 P. 09 NM Mill Ill 1111110/ IIII 2990419 09/25/2002 03:391 Weld County. a 7 of 24 R 121.00 0 0.00 J.A. "Saki"Taukamoto Case .No. 94CW217 Water Division No . 1 C. watr ied to Well No. RES-1 waseappliedatolbeneficia lleuseSeptemberal use: W22,ater 19from 89 . Water from Well No. RES-2 was applied to beneficial use August 11, 1989. • 5. Amount: • A. Well No. RES-1 : 15 g.p.m. (0.03 cfs) absolute. B. Well No. RES-2 ; 15 g.p.m, (0. 03 cfs) absolute. • 6. .Use: Domestle, . irrigation of approximately 3 acres, and fire protection. . C• AP .T •.npn r APDRAV 1. Well Nos. RES-1 and RES-2, the water which are being adjudicated in Paragraph herein, re rightsfor u augmentation to allow their continued use within the priority system at times when the wells ' water rights are out-off-priority and otherwise subject to administration. An •additional well owned by National, Peterson Well No. 2, Well Permit No. 12752-R, decreed location in the NW/4 SW/4 of Section 20, Township 5 North, Range 63 West, 6th P.g. , Weld County, Colorado at a point 3,160 feet south and 36 feet east of the NW corner of said Section 20, requires augmentation for similar reasons. The water right for Peterson Well No. 2 was decreed in Case No. W-3595 on April 12, 1978, by the District Court for Water Division No. 1, for irrigation uses, in the amount of 0.88 c.f.s. , from ground water tributary to the South Platte River and with an • appropriation date of February 20, 1957, 2. Pumping of alluvial wells such as Well Nos. RES-1 and RES-2 and Peterson Well No. 2 can have a delayed impact on the flows of the South Platte River. However, because of a) the relatively short time lag between the pumping of these wells and • the resulting stream depletions, b) National's plan to replace such depletions within the same month as they occur, and c) the small amount of such depletions at issue annually, National proposes to assume that pumping from these three wells causes simultaneous stream depletions when calculating the timing of necessary replacement water in this augmentation plan. At this 4 • ption: We1d,Co Document-Year.DoczD 2002.2990419 Page: 7 of 24 •_JUL-25-2002 THU 09:50 AM TRL k. .WER & FREEMAN FAX N0. 3036 .48 P. 10 INHUME" III X111111111111111111111111�� 2890419 09/26/2002 03:39P Weld County. CO 8 0( 24 R 121.00 D 0.00 J.A. "Said' Tsukamoto • • Case No. 94CW217 Water Division No. 1 time, National proposes to replace 100 percent of the amount of water pumped from the three wells. 3. National has available to it sufficient water to replace, in amount, timing, and location, the depletions to the South Platte River. which have resulted and which will result from Nationals diversion and beneficial use of water from Well Nos. • REs-1, RES-2 and Peterson Well No. 2, the combined annual diversions from which are estimated not to exceed 22 acre-feet. The water rights to be used for augmentation include: • CrPdiYs.: Nationala. Rive slde/Na tonal Ho F_ afti,� Ap��a�� is entitled to' a portion of the recharge credits available from the Riverside/National Hog Farms Recharge Facility (Ponds No.. 1 and 2) which were decreed in Case No. B8CW264 (A) , in District Court, Water Division No. 1, on April 30, 1996. Pond No. 1 is located in the SE/4 of Section 5 and the W/2 and the SE/4 of Section 4, Township 4 North, Range 62 West, 6th P .M. , Weld County, Colorado. Pond No. 2 is located in the E/2 of section 4 and the W/2 of Section 3, Township 4 North, Range 62 • West, 6th P.M. , Weld. County, Colorado. The ditch used to fill Pond Nos. 1 and 2 is the Riverside Canal, having, a point of diversion located on the north bank of the South Platte River • near Kuner, Colorado in the SW/4 SW/4 of Section 20, Township 5 North, Range 61 West, 6th P.M. , Weld County, Colorado. Case No. 88CW264 (A) adjudicated absolute and conditional water storage and to.recharge 368hts acre-feetsand/460yonal Hog acre-feet,Farms Rrespectively,cv Facility) Nos. 1 and 2,` at a maximum rate of 80 c. f. wihNovembere rn4 1988 date of appropriation. the eh a decree iha, case, water placed in Pond Nos s1 ands2aunder the priorities that decreed in Case No. 88CW264 (A) is legally and physically' available to infiltrate and recharge the alluvial aquifer of the south Platte River and augment junior tributary water rights such as those owned by National .and described in Paragraph I.C.1 hereof. National owns 40% of the augmentation credits resulting from the exercise of the water rights which were decreed in Case No . $8cw264 (A) pursuant to an agreement with Riverside, and has the right to use all or a portion of the Riverside Irrigation District 's share (77.3%) of the balance of the augmentation credits resulting from the exercise of these water• rights pursuant to an agreement with the Riverside Irrigation District. 5 • 'ion: Weld,C0 Document-Year.Dod D 2002.2990419 Page: 9 of 24 iJUL-2S2002 THU 09:50 AM TROL ,.. ,WER 5 FREEMAN FAX N0. 3038: X05 P. II 1111111111111111111III11111111111111111III UISfill 2990419 09/25/2002 031SP Weld County, 00 9 0l 24 812t00 80.00 J.A. "Sukl" Tsukamoto • Case No. 94CW217 Water Division No. 1 • b, LQ_wer Latham Dit Right un (1) Description of Water Rights. National owns six (6) shares out of 200 Lower Latham Ditch Company ,(stock certificatesing r#1308 andes of stock 353) , the which company owns the following water rights decreed to the Lower Latham Ditch, the decreed point of diversion for which is the NE/4 of Section 31, Township 5 North, Range '65 West, 6th P.M. , Weld County, Colorado (National's share thereof hereinafter referred to as the Lower Latham Ditch Rights) : • Construction) , adjudicated• (a) Lower Latham Ditch (Original in Case No, 6009 on April 28, 1883, c.f.s with an appropriation date of May 12, 1869 in an amount of 20. 4 c. f.s, )(which makes National's pro rata entitlement thereto 0. 612 • Enlargement (b) Lower Latham Ditch (1st nl anEnlargement) , appropriation adjudicated in Case No. 6009 on April 28, 1883, 3i, 7 ppropriation date of December 12, 1874 in an amount of c . f.s (which makes National 's pro rata entitlement thereto 3, 077 .f,5, ( • -• Enlargement) , adjudicated (in Case eNo. 6009 r Latham onto (2nd with an appropriation date of November 14, 1877 in l nB, , 97.68 c, f.s: (which an amount of 2 .93 c.f.s. ) ; makes National's pro rata entitlement thereto Enlargement (d) Lower Latham bitch (3rd ) , adjudicated in Case No. 6009 on April 28, 1883, with an appropriation date of October 24, 1881 in an amount of 133.88 c.f.s, (which makes •National 's pro rata entitlement thereto 4 . 016 c.f.s,) ; and Latham Ditch Company (el 'First Drain Ditch of the Lower ,adjudicattd in an ny (a/k/a Lower Latham Drain Ditch) , (decreed location is Sectionsered D2cand of Towne dated North,r 2, 1918 36, Township 5 North, Range 66 West; Section h6,ip T4 nhisection North, Range 65 West; and Sections 31 and 32, 5 North, 4 Range West, 6th P.M. , Weld County, ) Township an North,Colorado) , with an 65 appropriation 6 • tion: Wild,C0 Document-Year.Docrz 2002.2990419 Page: 9 of 24 ------- ,•JUL-25-21302 THU 09:51 AN TIRO. . . 114ER & FREEMAN FAX 110. 3038: i 5 P. 12 • Milli IBM III Illiil IIIII 111111 III 111111 III IIII 2990419 0M25/2002 03.391, , Weld County, CO 10W 24 R12110 0 0.00 J.A. "Saki" Taukamoto Case No. 94CW217 Water Division No. 1 date of March i, 1849 in an amount of 35.0 c. f.s. (which makes National 's pro rata entitlement thereto 1. 05 c.f.s. ) .(2) qbange of Use Rights: In Case No . 88CW264 s) ,, decreed on f Lower August 20, 1996 by District Court, Water Division No. 1, the use of the Lower Latham Ditch Rights was changed to include use by augmentation for domestic, commercial, stock watering, agricultural production and processing, irrigation, industrial, and fire protection purposes. Also in that case, -the following average monthly depletion credits attributable_ to the Lower Latham Ditch Rights were determined to be available for National 's use for such purposes (values in acre-feet) APR . NAY JUN — — 19 742 39 138 JUL AUG SEP 77 214 . • • owns' a 4/23rds (1) Description of water right. National • interest in and to 23/28ths of Priority No. 24 (such 4/23rds interest hereinafter referred to as the Hardin -, Ditch/Peterson Water Right) , originally decreed to the Hardin Ditch in Case No. 433 on November 21, 1895, with an appropriation date of February 21, 1884 in an amount of 28. 0 c.f.s. In Case No. ' 2334 decreed on February 10, 1910, 23/28ths of Priority No. 24 (23.0 c.f.s. p was transferred to the Hoover Ditch (the decreed point of diversion for which is on the north bank of the South Platte River in the NW/4 NE/4 of Section 15, Township 5 North, Range 64 West, 6th P-M., Weld County, Colorado) . In case No. W-3595 decreed on April 12, 1978, a 4/23rds interest in and to such 23/28ths of Priority No. 24 (4 . 0 c. f.s.) was then transferred to additional alternate points of diversion, at . pW/4Peterson Well No. 1 (Permit No. 12751-R, decreed location in the SW/4 of Section 20, Township 5 North, Range 63 west, 6th .M.., Weld County, Colorado at a point 3, 400 feet south and 66 feet east of the NW corner of said Section 20) .and Peterson Well No. 2 (Permit No. 12752-R, decreed location in the NW/4 SW/4 of ' Section 20, Township 5 North, Range 63 West, .6th P•.M. , Weld .County, Colorado at a point 3, 160 feet south and 36 feet east of 7 cion: weld,Cp Doatman t-Year.DoclD 2002.2990419 Page: 10 of 24 �JuLr25-2002 THU 09:51 AM TRC ;TWER 3 FREEHAN FAX N0. 303L .65 A. 13 I11111►1�I�II►PI ill/1111gill ��►►I�II►►1 f I t 11 of 124 OR121.002 D 0.Op J.A.eI Su�klun78'p ►I f►I It amolo Case No. 94CW217 Water Division No. 1 the NW corner of .said Section 20) . Case No. W-3595 also adjudicated to Peterson Well Nos: 1 and 2 their own priorities. water Right: (2) Change of Use of Hardin Ditch/Peterson by the District In Court, Water ase No. CDivisiion No.d 1, the u , on Asesof2the1996 Hardin Ditch/Peterson Water Right was changed to include use .by augmentation for domestic, commercial, stock watering, agricultural production and processing, irrigation, industrial, and fire protection purposes. Also in that case, the following historical depletion credits attributable to the Hardin Ditch/Peterson Water Right were determined to be available for National's use for such purposes (values. in acre-feet) : • MONTH VOLUME LU ..—_-- MONTH VOLUME JAN 1 20 FEB 0 • AUG 23 MAR 0 SEP • 18 APR 0 oCT 11 I . MAY 5 NOV 6 JUN 13 -- DEC 73 ' 'd. Vaned Aecharpe Cr rti r ti: National entitled to a portion of. recharge credits available pursuant s the Recharge Plan for Vancil Recharge Reaches 1 _ eto , • decreed in District Court, Water-Division No.' 2,October inclusive, 1990 in Case No. 88CW221 . Vancil Reservoir is an on hann 30, reservoir which is located in portions of off-channel 32 and 33, Township 5 North, Range 56 Sece tions P.M. , Morgan g, County, Colorado, and is filled by the tRiversidetCanal which diverts from a point on the north bank of the South Platte River near Kuner, Colorado, in the SW/4 . SW/4 of Section 20, Township 5 North, Range 63 West of the 6th P.M. ; Weld County, Colorado. Case No. 86O1387, decreed in District Court, Water Division No. 1 on December 13, 1988, adjudicated a conditional water storage right (Vancil Reservoir) to store 5, 050 acre-feet of water in Vancil Reservoir at a maximum rate of 1, 000 c. f.s. with a- June • =ption: Weld,C0 Document-Year.DocrD 2002.2990419 Page: 11 of 24 • ,JULr25=2002 THU 09;51 AM TR( ;WER & FREEMAN FAX NO. 303( P.P. 14 111111111111111111111111111111111111111H 11111111111111111III111111III Iii 2990419 09/26/2002 03:39P Weld County, CO 12 of 24 R 121.00 0 0.00 J.A. "Saki" Tcukamoto Case No. 94CW217 Water Division No. 1 17, 1986 date of appropriation. Case No. 88CW221 adjudicated a conditional water storage right (Vancil Reservoir, First Enlargement) to store 1, 950 acre-feet of water in Vancii Reservoir at a maximum rate of 1, 000 c. f.s., with a June 17, 1986 date of appropriation. Also pursuant to the decree in Case No. 88CW221, seepage from the Riverside Canal occurring when water is being diverted pursuant to the storage priorities decreed •in Case Nos. 86CW387 and 88CW221 is legally and • physically available to infiltrate and recharge the alluvial aquifer of the South Platte River to augment depletions from ' : junior tributary water rights such as those owned by National and described in Paragraph I.C.1 hereof. National has the right to use a portion of the augmentation credits resulting from the exercise of these water rights in Recharge Reaches 1 and 2, which reaches are described in the decree in Case No. 88CW221 and shown - on -the attached Exhibit. 2, pursuant to an agreement with the Riverside Irrigation District. Such credits are hereinafter • referred to as the Vancii Recharge Credits. e. Erniva Farme/R;vere;d Ap National is entitled to aportion Rightavailable pursuant eo Sce af the Right,rech Water Rights (E the Surface Water Water Storage s Augmentation Recharge Pond Nos. 1, 2 and 3) , and Plan gmentation decreed in District Court, Water Division No. 1, on February 14, 1991 in Case Nos. l No. B8CW239. Equus/Riverside Recharge Pond o, Nbs. 1, , and 3 are off-channel reservoirs which Section to . 9 respectively, in the S/2 -of Section 4 and N/2 of , Township 4 North, Range 61 West, 6th P.M.; in the SE/4 SE/4 of Section 8 and NE/4 of Section 17, Township 4 North; Range 61 West, 6th P.M.; and in the N/2 and. N/2 S/2 of Section 9, Township 4 North, Range 62 West, 6th P.M., all in Weld County, Colorado. The recharge ponds are filled by the Riverside Canal which diverts from a point on the north bank of the South Platte River near Kuder, Colorado, in the SW/4 SW/4_ of Section 20, Township 5 North, Range 63 West of the 6th P.M. , Weld County, Colorado . Case No. 88cW239 adjudicated conditional and absolute water storage rights (Equus/Riverside Recharge Pond Nos. 1, 2, • and 3) to store 570 acre-feet, 240 acre-feet, and 400 acre-feet, respectively, in such recharge ponds at a maximum rate of 100 c. f. s . , with a March 3, 1988 date of appropriation for each right.- Also pursuant to the decree in that case, water placed in Equus/Riverside Recharge Pond Nos. 1, 2 and 3 under the priorities decreed in Case No. 88CW239 is legally and physically 9 tion: We1d,C0 me anent-Year.DocID 2002.2990419 Page: 12 of 24 4a-25=2002 THU 09:52 AM TR( .TWER & FREEMAN FAX NO. 3031 ,•,d5 P. 15 • I111111IIIII1111111I'I IIIIII 11111111111 III"III'III IIII 2990419 09/2W2002 03:39P Weld County, CO 13W 24 R121.00 6°0:00 J.A. "Sukl" Teukamoto Case No_ 94CW217 Water Division No. 1 available to infiltrate and recharge the alluvial aquifer of the South Platte River to augment depletions from junior tributary water rights such as those owned by National and described in Paragraph I.C.1 hereof. National has the right to use a portion of the augmentation credits resulting from the exercise of these water rights (hereinafter referred to as the Equus Farms/Riverside Recharge Credits) pursuant to an agreement with the Riverside Irrigdtion District. • f• Requirements `in Pment of Shnry fa11 of Water Required for Augmentation: In the event the water rights to be used for augmentation described previously in Paragraphs I.C.3 (a) - (e) hereof are not sufficient to replace the depletions associated with diversions through Well Nos. RES-1 and RES-2 and Peterson Well No. 2, National shall .ensure that there. is sufficient replacement water to replace all depletions by either 41) reducing pumping or surface diversions in amounts and timing as required to offset depletions against available replacement water; or (2) offset any such depletions on a temporary basis with water to which National is legally entitled from other sources, with the approval of the office of the State Engineer and notice to the opposers in this case when such approval is sought. If 'National uses .such other sources of water to offset such depletions in three (3) consecutive years or for a cumulative ,total of five (5) years, National shall then. be required to apply to the Court for, and obtain, a decree authorizing such use in order for such use to continue. II. CONCLOSIONS OF LAW • A. The foregoing Findings of Fact are hereby incorporated herein to the extent they constitute Conclusions of Law. • B. Timely and adequate notice of the Application and all amendments thereto was given in the manner provided by law, and this Court has jurisdiction over the subject matter of these proceedings and over all persons and property affected thereby, whether they have chosen to appear or not. C.R.S. §§ 37-92-203, 37-92-302 . C. The Application for Underground Water Rights and For Approval of Plan for Augmentation decreed herein are, as a matter of law, permissible and come within the definitions authorized by 10 • • .tion: We1d,C0 Document-Year.DoclD 2002.2990419 Page: 13 of 24 r.JUt-2 -2fl02 THU 09:52 AM TRI. ^iliER & FREEMAN FAX No. 303% 4,...,5 P. 16 1111111111111111111 III 111111 IIIII IIIIII °M EM III iIII ?990419 09/26/2002 03:39P Weld County, CO 14 01 24 R 121.00 DUO J.A. "Sukl" Tsulamolo• • Case No. 94CW217 Water Division No. 1 statute. C.R.S. 55 37-92-103 (9) , 37-92-302 (1) (a) ,. 37_92_305 (3) , and 37-92-305 (8) . D. The terms and conditions set forth herein are adequate to prevent injury to the owners of, or persons entitled to use, water under a vested water right or a decreed conditional water right. C.R.S. § 37-92-305 (3) , 305 (4) , and 305 (8) . E. this decree is .administrable by the water officials of the State of Colorado provided that the Applicants furnish to •the Division Engineer or his representative the data discussed • herein. III. RULING . • • are fully The foregoing Findings of Fact and Conclusions of Law Undergroundlyincorporated in this Ruling. The Application for Anmoon Water are approved and Application for Approval of Plan for • as follows: . , S. 121arRGRO ��R R�ra— 1 . Name, address, telephone number of Applicant: c National Hog Farms, Inc. 2500o WCR 69 . Kersey, Colorado 80644 (303) 353-9960 • numbers : 2. Names of wells and permit, registration, or denial a. Well No. RES-1: Permit No. 35063-F. b. Well No. RES-2; Permit no. 35062-F. 3. Legal description of wells: Section 34 a. Well No. RES-1: i5 located in the SE/4NE/4, 1, 930 feet,southsofptheNnorth section Range 3linetandt1060 feet westof the east section line of said point Section 34. • 11 • 'lion:•Weld,CD Document-Year.LociD 2002.2990419 Page: 14 of 24 - -- • :JUt-2 -2002 THU 09:52 AM TRl ITWER & FREEMAN FAX NO. 3036 ^65 P. 17 111111 III 111111 !VII III IR 2990419 09/26/2002 03:39P Weld County, Cq 16 of 24 R 121.00 D 0.00 J.A. "Sukr Tsukamoto • Case No. 9404217 Water Division No. 1 Section 34 b. Well No. RES-2 is located in the SE/4NE/4, , Township 5 North, Range 63 West, 6th P.M., at a location 2, 230 feet south of the north section line and 525 feet west of the east. section line of said Section 34 . 4 • a. Source: South Platte River alluvium b. Depth: • (1) Well No. RES-1 is 120 feet in depth; and (2) Well No. RES-2 is 117 feet in depth. • S. ' Date of appropriation: a. Well No. RE8-1 -- April 26, 1989; and b. • Well No. RES-2 -- April 26, 1989. 6. Amount: a. Well No. RES-l: 15 g•p,m. (0.03 cfs) absolute. • absolute. b. Well No. RES-2: 15 gtp,m, (0. 03 cfs) 7• Use: Domestic, irrigation of approximately 3 acres, and fire' protection, • 0. Priority: The priorities awarded to Well No. 1 and Well No. RES-1 herein were filed in the Water Court in the year 1994 and shall be administered asRES- year, and shall be junior to allhavng been filed in that years. As between allfiled if priorities h same fieed in darvyear priority shall rights hr iri ordered ie Court,tdar year, determined by � unless otherwise by the be affected by historical dates of appropriation and not be the date of t ruling. The described above shall not be used toswithdraw waterwells the • 12 i ption: We1d,C0•Document-Year.DocID 2002.2990419 Page: 15 of 2 rJL`E-25-2002 THU 09:53 AM TRL .JTWER a FREEMAN FAX NO. 303f. 1465 P. 18 • 11111101 1111 JUNI 2990419 09/26/2002 03:39P Wald County, CO 16 of 24 R 121.00 D 0.00 J.A. "Sold" Tsukamoto Case No. 94CW217 Water Division No. 1 alluvial aquifer, except pursuant to the plan for augmentation approved pursuant to this decree.. • C• ktut FOR AUC • 1. Name, address, telephone number of ,Applicant: • National Rog Farms, Inc. . 25000 WC$ 69 Kersey, Colorado 80644 (303) 353-9960 2. Names and locations of the structures to be augmented (hereinafter collectively referred to as . the Augmented Structures) : located in a' Well No. RES-1: Well the SE/4NE/4, Section 34Permit5N No. 3 angeF, West, 6th P.M. , at a point 1, 930 ' Township sou 5 the er section c 63 line and 10'60 feet west of feet ction of north i Section 34 . the east section line of said Part 111.5 hereofwater right for this structure was decreed in in the bb. Well No. RES-2: Well Permit no. 35062-F, located 6th Pth.M., /4, Section 34, Township 5 North, Range 63 at a location 2,230 feet south of the north section line and 525 feet west of the east section line of said Section 34. ,The water right for this structure was decreed in Part III.B hereof.•decreed lochtion.in Peterthe son Well No. 2, Well Permit No. 12752-R, Jerre Rang W /4 SW/4 of Section 20, Township 5 3, 160 feet southand,36tfeetP.Meast Weld of the NW,_ Colorado sataid a point Section 20. The water right for Peterson Well No.r 2f was decreed in Case No. W-3595 on April 12, 1978, by the District Court for Water Division No. 1, for irrigation uses, in the amount of 0. 88 c. f.s. , from groundwater tributary to the South Platte River and with an appropriation date of February 20, 1957. • 13 • ation: Weld,C0 Document-Year.DocrD 2002.2990119 Page: 16 of 2a �UL-25 2002 THU 09:53 AN TRC ^TWER & FREEHAN FAX NO. 303L '^05 • P. 19 INIIIIIIIIIINE ��iiiiri� lli�iii�riiiiI 17 0l 24 R 12].QO D OstuCkatto .02 OOPJ.A.e�Sukl Try ��'��'� Case No. 94CW217 Water Division No. 1 3 . Water rights to be used for augmentation (previously described in Paragraph I.c.3 herein, and hereinafter collectively referred to as the Replacement Sources) : a. Riverside/National Hog Farms Recharge Credits. • • b. Lower• Latham.Ditch Rights. • c. Hardin Ditch/Peterson Water Right. i d. Vancil Recharge credits. e. Equus Farms/Riverside Recharge Credits. 4 : Statement of plan for augmentation: Pursuant to , this ruling, the Augmented Structures shall be entitled to divert water, even though they are otherwise out-of-priority, as long as water available from the Replacement Sources is legally and "physically available to National to fully augment and replace, in timing and quantity, the depletions resulting from such out-of-priority diversions. In accordance with C.R.S. § 37-92- 305 (6) , the State Engineer shall curtail all out-of-priority • diversions, the depletions from which are not so replaced as to prevent injury to vested water rights. There sufficient water available from the Replacements Sources and ltoboffset all depletions which would occur at the projected water demand described. in ,Paragraph I.C. 3 hereof. Pursuant to C.R.S. § 37-92- 30 as 5 (5) , such htrepearementewater shall be of a quality and quantity so asptoamee. ht for which the water of the senior applo be aor h sd normally been used, and such replacement water shall derived b Y y the senior appropriator in substitution for the exercise of his decreed rights. There is and will be sufficient water available from the Replacement Sources to offset all depletions . which would occur from these structures and from the structures augmented in Case No. 88CW264 (H) . • 5Well No. RES-2 Accounting: All diversions from Well No. RES-1, ' W l o. and Peterson Well No. 2 shall be measured using total. Because of tehs r, recorded atld summarized on a monthly y short lag between well pumping 14' Ptaon: We1d,Co Document-year.DocID 2002, ' 2990419 Page: 17 of 24 4ULr252002 THU 09:53 All THE fWER & FREEMAN FAX NO. 303E ,,,,o P. 20 • 1 11111111111 1111111111 111111 11111 111111111 111111 111 1111 '.990419 09/25/2002 03:39P Weld County, Co IS of 24 R 121.00 DOJO J.A. "Suki"Tsukamolo Case No . 94CW217 • Water Division No. 1 and resulting stream depletions,' National' s plan to replace such depletions within the same month as they occur, and the small amount of such depletions at issue annually, the court finds that it is permissible (and will not cause material injury to the vested rights of other appropriators) to assume that pumping from these three wells causes simultaneous stream depletions when calculating the timing of necessary replacement water in this augmentation plan. National will replace 100 percent of the amount of water pumped from the three wells. The amount and timing of accretions caused by recharge to the South Platte River and its alluvium under the recharge plans described in • paragraphs I.C.3.a, I.C.3.d and I.C.3.e will be calculated using the .measuring devices and engineering procedures required in such decrees. The historic consumptive use attributable to the water rights and interests in water described in paragraphs I.C. 3.b and I .C.3 .c was determined in Case No. 88CW264 (B) , decreed on August 20, 1996 by the District Court, Water Division No. 1. The following specific provisions related to accounting for the Replacement Sources are contained in the .latter decree, and are repeaEed here to clarify that they also apply to this "' augmentation plan: • • Hod Farms a. 'Calculation of Available Riverside/National Credits. Farms/RiversiFarms/RiversideRerharge Credits:. Diversionsrto� ts and anyrechaarge facility described in. this paragraph shall be limited to times when the facility's water rights are in priority, and subject to the terms of the decrees for each facility. This decree does not modify or change any decree for the other facilities. In •priority inflow to the Riverside/National Hog Farms Recharge Facility (Pond Nos. 1 and 2) , Vancil Reservoir/Vancil Recharge Reaches 1 and 2, and Equus/Riverside Recharge pond -Nos. 1, 2 and 3 will be measured and recorded daily' and summarized on a monthly basis, consistent with the terms of the corresponding decrees in Case No. 88CW264 (A) , Case Nos . 86CW387 and 88CW221, and Case No. 88CW239, respectively. Each month, the required evaporation, canal seepage, and available recharge credits accruing to the South Platte River will be determined in accordance with the provisions of each such decree. Water diverted pursuant to these water rights will infiltrate, recharge, and augment the south Platte River and its alluvium. National shall account for the amount of such available recharge credits it uses to replace out- 15 • -ption: We1d,CD Docent-Year.DocID 2002.2990419 Page: 18 of 24 im _ •J.-25-2002 THU 09:54 AM TRC O.fLIER & FREEMAN FAX N0. 303E t'id5 P. 21 • • I IIIIi1111111111111 Unpin in IIIIEI III MI rill 2090419 09/25/2002 03:39P Weld County, CO 19 of 24 R 121.00 D 0.00 J.A. "Sold' Tsulemoto Case No. 94C 1217 Water Division No. 1 of-priority depletions associated with the Augmented Structures on a monthly basis . b • . i Lower iarham Di h Rights Den et • C delivery of the Lower(1) National will continue to call for Latham Ditch Rights through the Lower Latham Ditch and Lower Latham Extension Ditch. It' is therefore not necessary at this time to quantify the ditch losses which occur during delivery of the Lower Latham Ditch Rights, as such losses will continue to occur pursuant to this decree. National 's entitlement will be measured, recorded and delivered directly back to the South Platte River at a point on said river where said waters are currently discharged, being a point described as follows: A point in the NW/4NW/4 of Section 2, Z. 4 N., R. 63 W. , 6th P.M. , approximately .1250 feet south of the north line and 700 feet east of the west line of said Section 2. A measuring device equipped with a continuous recording clock shall be installed to measure deliveries to National under this decree at the point 'in the Lower Latham Extension Ditch where National takes its water. deliveries. The historical depletion credits attributable to the Lower- Latham Ditch Rights and available for National's use in this augmentation plan shall be determined as follows: (a) Total monthly deliveries to National shall be calculated in acre-feet, from April through September (with no credit allowed for deliveries outside of this period) ; each month shall be determined byimultiplyingonal'setion total credits monthly deliveries by the corresponding monthly depletion factors shown below: � APR _ — - j MAY JUN Jim AUG SEP - -� 0.42 0.50 0. 64 0. 65 0.59 0.37 16 • ,lion: We1d,co Document-Year.DocZD 2002.2990419 Page: 19 of 24 ..JUL-25^2002 TNU 09:54 AM TRL ^IWER & FREEMAN FAX N0. 303L ,.,5 • P. 22 • 1 111111 11111 1111111 III 111111 11111 111111III111111111111! 2990419 09/25/2002 03:39P Weld County, CO • • 20 of 24 B 121.00 0 0.00; J.A. "Sold" Tsukamoto Case No. 94CW217 Water Division No. 1 be further limited to the (c) National 'smaxi depletion credits shall fo(values in acre-feet) : owing monthly amounts • j APR - _.. Ml1Y-- JUN --_JUL f 60-- ' 120 300• • 2 24040 190SEP— 70 not exceed 15 200 acre-feet National's depletion credits shall et in any consecutive 20-year period. For purposes of administration of this 20-year limitation, the ihaximum allowable credit in ary' year shall be determined by • subtracting the sum'of the depletion credits for the previous 19 years from 15, 200 acre-feet. During the initial 20-year period of operation pursuant to this decree, National shall take credit ! for no more than 7, 600 acre-feet of depletion credits by October 1, 2004, and no more than an additional 7, 600 acre-feet of depletion credits by October 1, 2014. • • the requirements Consistent with (but not in addition to) s of Case No. 80CW264 (E) , National will provide sufficient water from the Replacement Sources (excluding the Lower Latham Ditch Rights)• to maintain the following • . nonirrigation season return flows attributable to the historical use of the Lower Latham Ditch Rights (values in acre-feet) ; • r _ OCT NOV DEC • O — — JAN, FEB MAR 24 51 43 36 30 with the Lower Latham Ditch All lofthe land historically irrigated will t h permanently Rights, shown on attached Exhibit 3, l be interests removed from irrigation by such rights or by other rights sinterests Paragraph Lower- Latham Ditch Company water a request to renew irrigation of u'h(1) . derfof, unless rd approved such lands from such until pursuant to-a separate water sources is • tion. National shall provide proof of compliance twithapptheaforegoing condition upon reasonable request from the Division Engineer or his representative. • 17 ption: We1d,C0 Document-Year.DocrD 2002.2990419 Page: 20 of 24 -- -dUb,25'-2002 THU 09:54 AN TR( I.f 4ER & FREEMAN FAX NO. 303( —5 P. 23 • • 1 111111111111111111 111 11111 1111111111111El 11 1111 2990419 09/25/2002 03:39P Weld County, CO 21 of 24 R 121.00 0 0.00 J.A. "SukP' Tsukamoto Case No.. 94CW217 Water Division No. 1 c. Hardin Ditch/PPterenn Wet-e n • Crvdito. gDt----- n� '-�.^ The n attributable to the Hardin Ditch/PetersoneWater oRightdits and available for National's use in this augmentation. plan are as follows (Values in acre-feet) : • MONTH VOLUME MONTH MONTH. VOLUME JAN1 JUL FEB 20 • 0 AUG 23 MAR 0 SEP • 18 APR 0 OCT 11 • 'MAY • 5 NOV 6 • • N 13 DEC with the Hardin Ditch/Peterson land Water Right, shown aony attached ed Exhibit •3, will be permanently removed from irrigation by such right or other interests in, Priority No. 24 as originally decreed to the Hardin Ditch, as described in Paragraph I.C.3.c (1) hereof, ' 'unless and until a request tp renew irrigation of such lands from such source is approved pursuant to a separate water rights application. National shall provide proof of compliance with the foregoing condition upon reasonable request from the Division • Engineer or his representative. National shall not pump water from Peterson Well No. 1 (Permit No. 12751-R, decreed location in the NW/4 SW/4 of Section 20, Township 5 North, Range 63 west, 6th P.M:, Weld County, Colorado at a point 3,400 feet south and 66 feet east of the NW corner of said Section 20) or Peterson Well 'No . 2 (Permit Np. 12752-R, decreed location in the NW/4 SW/4 of • Section 20, Township, 5 North, Range 63 West, 6th P.M., Weld County, Colorado at a point 3, 160- feet south and 36 feet east of - the NW corner of said Section 20) except pursuant -to I) this or ' 'any other judicially approved plan for augmentation; ii) a temporary substitute .supp1S, plan approved by the State Engineer for not to exceed two years without a pending application for a 19 • • otion: Weld,C0 Document-Year.DocID 2002.2990419 Page: 21 of 24 - Jyl.'-25-2002 THU 09:55 AN TRi ^IITWER & FREEMAN FAH N0. 3031 ^,465 P. 24 111111!111111111111 III 11111111111111111 III EMIR 2990419 09/26!2002 03:39P Weld County, 00 22 of 24 R121.00 0040 J.A. "SuIr Tsukamoto • Case No. 94CW2L7 Water Division No. 1 permanent augmentation plan; or iii) a well permit issued pursuant to c.R. S. S 37-92-602 which exempts such well from administration. • d. 21.an_AQ.Cgantina* procedures acceptable (1) National shall develop accounting tothe State Engineer or to keep track of National's diversio ss/stream .deps Lions and amount of water available from the Replacement Sources. anddat the . shall submit monthly reports showing the, actual diversions -and dnal depletions described in Paragraph III.C.5 hereof. Such monthly reports shall include, at a minimum, a monthly reconciliation of diversions and depletions, and augmentation credits (including a breakdown of the location of such credits) : National may combine . the accounting records and reporting for the augmentation plana approved herein and in Case No., 88CW264 (B) , submit a proposed diversion By May 1 of each year, National shall the b next p2 months to ersion and net stream depletion schedule for . the Division Engineer. This schedule will set forth projected maximum monthly diversion amounts for the Augmented Structures and the structures augmented in Case No. .,88CW264 (B) , lagged depletions from• National 's previous pumping, . lagged accretions available under the Replacement Sources from . --previous recharge activities, and. water (depletion credits) ' projected to be available under the Hardin Ditch/Peterson Water - " Right and the Lower Latham Ditch Rights. For the purposes of this proposed schedule, depletion credits projected to be available under the .Hardin Ditch/Peterson Water Right shall be assumed to be the same depletion credits shown in Paragraph III.C.5,c (1) hereof, and depletion credits projected to be available under the Lower Latham Ditch Rights shall be assumed to be the following (values in acre-feet) : • :APR MAY JUN JUL AUG SEP l -- 74 128 141 • 160 38 • National shall not Natio -alss l ino propose a diversion schedule under this decree whe h -res s in- aonnet stream udepletion in any month. Based on gmented Structures and the 19 iptjvn: Weld,C0 um Docent-Year.DocrD 2002.2990419 Page: 22 of 24 fiJUt;=25'-2002 THU 09:55 AN TR, ^INER & FREEMAN • FAX N0. 303t 1 5 P. 25 • 111111 11111 MU I I 111111111111111111 111111111111 1111 2990419 09/25/2002 03:39P Weld County, CO 23 of 24 R 121.00. 0 0.00 J.A. "Suld" Teulamoto Case No. 94CW217 Water Division No. 1 structures augmented in Case No: B8CW264 (B) , as well as the actual availability of additional water from the Replacement Sources, National may update and submit a new diversion schedule for each such structure as long as no net stream depletion is indicated. For purposes- of the monthly balancing of depletions against augmentation/replacement credits required under the previous subparagraph (1) hereof, National may also retroactively - receive credit for actual depletion credits available under the Lower Latham Ditch Rights pursuant to Paragraph III.C.5.b(1) . hereof which exceedethe values set forth in this -subparagraph. In . no event may diversions be made through any of the Augmented .. . Structures which would produce out-of-priority stream depletions inp nyemonth Sin. excess ources ofthe water available from the during that month under this decree. Whenever e. g�-�of Parr ,tar e i the calling right on the river shall attempt to is a water yt satisf decreed to the Bijou Canal, National replacement obligations with water available from the followingts sources first, in preference to the remainder of the Replacement Sources: the Hardin Ditch/Peterson Water Right, the Lower Latham Ditch Rights, and/or the Recharge Reach 1 portion of the Vancil Recharge Credits . National may otherwise utilize the Replacement sources in any combination, whenever water from such sources is legally and. physically available, to augment depletions from the Augmented Structures. National shall not be entitled to use any water available from the Replacement Sources in excess of the replacement requirements of the Augmented Structures .in any year for other purposes, except pursuant to a separate substitute , supply plan approved by the State EnO.neer or pursuant to the decree in Case No. 88CW264 (a) or any other judicially approved . plan for augmentation. Excess replacement credits shall not be "banked" or otherwise carried over to offset depletions occurring in subsequent months. ie. f• J3eteined h]ri crii rri Augmentation shall be subject sid This Plan for Judge the to reconsideration by the Water for u a period nte o efive stion of injury to the vested rights of others pursuant io C.R.S (5) Years frgip the date of this Decree, statute . S 37-92-304 (6) , Also pursuant to such . .this period may be extended upon further decision b Water Judge that the nonoccurrence of injury shall not have been conclusively by the established. .. -20: • • • • :ion: We1d,C0 Do nt-Year.Doc1D 2002.2990419 Page: 23 of 2 4UL-25i--2002 THU 09:55 AN TR( .TWER & FREENAN FAX NO. 303E ~65 P. 26 N -AyK4 twin 1111111 11111111111 III 1111111111111111111111111111(1111 2990419 09/25/2002 03:39P Weld County, CO 24 of 24 R 121.00 D 0.00 J.A. "Sukl"Tsukan1oto Case No. 94CW217 Water Division No. 1 • DATED: S bajI �4gi • Ra n S. L esman Water eferee; Water Division 1• THE COURT DOTH FIND: NO PROTEST WAS FILED IN THIS MATTER. THE FOREGOING RULING' IS CONFIRMED AND APPROVED, AND' IS HEREBY MADE THE JUDGMENT AND DECREE F THIS COURT. DATED: QCT 3 1997 Jonathan Hays, Wa er Judge Water Division 1, State of Colorado • • • • • 21 otion: We1d,CO Document-Year.Dod D 2002.2990419 Page: 24 of 24 • — November 5, 2003 GKD, LLC P.O. Box 5118 Greeley, CO 80634 Mr. Kim Ogle Weld County Department of Planning Services 1555 North 17`s Avenue Greeley, Com 80631 RE: Weld County Referral; Case No. PF-632; PWSID #CO-0162525 Dear Mr. Kim Ogle, This letter is to inform you that we have contracted with Mr. Robert Morrow of Environmental Solutions for Tu-Morrow. Mr Morrow has a"Small Water System" certification which will fulfill the Class 1 Water Distribution Operator certification for the Cottonwood Falls HOA water system. Mr. Robert Morrow was chosen from a list provided by Ms. Betsy Beaver of the WQCD's Facility Operators Program. Mr. Morrow's license No. is #11867. We have been in touch with both Mr. Bradley Simons and Ms. Betsy Beaver of the WQCD and have been assured that this will satisfy the WQCD's requirement for a water distribution system operator. If there are any questions please feel free to contact Mr. Simons, Ms. Beaver or myself. Sincerel dj(tH, 41/L Marla DeJohn Cc: Todd Hodges Design, LLC Brad Simons, CDPHE-WQCD Betsy Beaver, CDPHE-WQCD Robert Morrow, Environmental Solutions For Tu-Morrow September 24, 2003 From: GKD, L.L.C. P.O. Box 5218 Greeley, CO 80634 RE: Cottonwood Falls Residential Well No. 3 (Permit No. 242268), PWSID# CO- 0162525; Weld County To Whom It May Concern, This letter of understanding is to bring to your attention that the home located directly to the east of 24583 WCR 69 Kersey, CO is provided it's water source through the Residential Well referenced above and owned solely by GKD, L.L.C.. This well has received written approval through the Colorado Department of Public Health and Environment and the Weld County Department of Health With these approvals it has been added to the existing public water system for the 13 homes directly west of your property. This well serves two (2)homes only and will include disinfection of the water source and a chemical metering pump. In addition to this we want you to understand that your property is not part of the Cottonwood Falls Home Owners Association. We will continue to provide water to your property as we have in the past. If there were to be any repairs, maintenance and or cost to operate said well the incurred expenses will be shared on an agreed to upon basis. If at any time your property were to be abandoned, tore down, etc. it will be our position that we would terminate this understanding and that the water line to said house would be abandoned permanently. Sincer ly, / ke...da_4111-i Marla DeJohn GKD, L.L.C., Managing Partner file WATER LEASE AGREEMENT THIS WATER LEASE AGREEMENT ("Agreement"), dated as of 200 , is between Cottonwood Falls Home Owners Association, a Colorado non-profit corporation ("Lessor") and ("Lessee"). THEREFORE, inconsideration of the promises and covenants contained herein, Lessor and Lessee agree as follows: 1. Lease. Lessor hereby leases to Lessee for the terms and conditions set forth below, water for ordinary household purposes, fire protection, the watering of domestic animals and poultry, and the irrigation of not more than 10,000 square feet of home garden and lawns water use for single family home located at . Water for said water lease to be provided from Well Permit 242268, permitted by the Colorado Division of Water Resources July 12, 2002. 2. Term. The term of this Agreement shall be 12 months from the date first set forth above. This Agreement shall automatically terminate on the first day following the 12 month anniversary of the date first set forth above, unless otherwise renewed in the accordance with the provisions herein. Lessee shall have the option to renew this Agreement for another 12 months by notifying Lessor in writing no less than 30 days before the end of the lease term that it intends to renew the Agreement. If Lessee exercises its right to renew the Agreement, Lessee and Lessor shall have the right to renegotiate the rent provision of the Agreement to reflect market conditions. All other provisions of this Agreement shall continue in full force and effect upon renewal unless otherwise modified by mutual agreement between the parties. 3. Rent. As consideration for Lessor providing water and performing the management, monitoring and disinfection of the Public Water System (PWSID#CO-0162525) as required by the Colorado Department of Public Health and Environment, Lessee shall pay to Lessor as rent the sum of annually for the term of this Agreement. The first rent payment shall be made on the date of this Agreement set forth above. Rent payments shall be due in full at the time in which this Agreement is dated. All maintenance to repair said well shall be divided equally between Lessor and Lessee. 4. Disruption in Service. If said Well Permit 242268 should fail and service interruption is greater than 12 hours, then Emergency Action Plan, Well No. 3 is to be enacted (see attached). 5. Notices. All notices required or permitted under this Agreement shall be in writing and shall be sent by registered mail, postage pre-paid, or by hand delivery directly as follows: If intended for Lessee to: If intended for Lessor to: Cottonwood Falls Home Owners Association Pickett Engineering, Inc. Cottonwood Falls, PUD EMERGENCY ACTION PLAN WELL SITE#3 This emergency action plan has been developed to provide guidelines for operator responses to events that could possibly affect said water distribution system's ability to produce potable water. Events include: Chemical Spill Flooding Distribution Failure Treatment Process Failure Failure of Water Source Vandalism/Sabotage Earthquake Blizzard Power Failure in System In the event of any emergency, the operator should contact, by phone and written document, the Colorado Department of Public Health & Environment, the waterworks owner, and all residents served by said system. If the well is unable to produce potable water, check the water quality by performing tests on samples as referenced in the Well #3 Operations and Maintenance Manual, then, the well should be rendered inoperable by disconnecting the well pump and closing the gate valve. Potable Water will be temporarily supplied via portable cistern with the operator assuming the responsibility of coordinating the rental of the cistern. The waterworks owner will assume the financial burden of the rented cistern and water that is needed. If potable water is still being produced from wells #1 & #2 then said cistern may be filled utilizing this water. It is the owner's responsibility to impose appropriate water conservation measures. It is the operator's responsibility to determine the work to be performed and to set priorities on the damage to be repaired.Guidelines for bringing the inoperable well back online will be outlined by the CDPHE. Colorado Department of Public Health & Environment Colorado Drinking Water Program Manager Water Quality Control Division Colorado Public Health and Environment 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3500 Fax: 303-782-0390 6 MAY 2003 REVISED AUGUST 4, 2003 INSTALLATION, OPERATION, AND MAINTENANCE MANUAL WELL SITES #1 AND #2 A SUBDIVISION LOCATED IN THEE 1/2 OF SECTION 54, TOWNSHIP 5 NORTH, RANGE 65 WEST OF THE P.M., WELD COUNTY,COLORADO PREPARED FOR: COTTONWOOD FALLS HOA 4218 West 14th Street Lane Greeley, Colorado 80634 (970) 352-2120 PREPARED BY: PICKETT ENGINEERING, INC. 808 8th Street Greeley, Colorado 80631 (970) 356-6362 TABLE OF CONTENTS A. Waterworks Managerial Plan Pages 1, 2 B. Calculations for Disinfection Pages 2, 3 C. Operating Instructions Pages 3, 4 D. Installation and Maintenance Requirements Pages 4 E. External Technical Resources Pages 4, 5 F. Emergency Action Plan Page 6 G. Chlorine Residual Testing Information Page 7 H. Operational and Mechanical Information Appendix CERTIFICATION OF ENGINEER This Installation, Operation, and Maintenance Manual for a drinking water disinfection system for Well Sites #1 and #2 of the Cottonwood Falls Homeowners' Association was prepared by me, or under my direct supervision, in accordance with the provisions of the State of Colorado Design Criteria for Potable Water and the new Water System Capacity Planning manual. onnuiiiii RF p, `©�pP ...RESAT* %` .41/41;dye O • Gregory ofe sio al Engineer State oft do No. 533 d n. -73.."Ari'rppnnau�Ne COTTONWOOD FALLS PUD A Subdivision located in the East %2 of Section 34, Township 5 North, Range 63 West of the 6th P.M., Weld County, Colorado Waterworks Managerial Plan: Well Sites #1 & #2 1. Structures for both wells are identical and are described as follows: a completely enclosed, heated structure, 15' x 11' 8", houses the waterworks; the entire floor is 6" concrete slab on grade acting as the equipment pad; the 50-gallon polyethylene chemical storage tank and 50- gallon chemical mix tank will be housed upon said equipment pad; the steel door has tight- fitting weather stripping around all edges; floor surfaces are smooth, impervious, and slip- proof; floor drains will not be allowed in chlorine rooms unless properly trapped. Three, 4' electric baseboard heaters are provided to maintain the chlorine room temperature at 60°F. The room, the feed lines, and the chlorine storage tanks should be protected from excessive heat. Chlorine storage tanks should not be exposed to direct sunlight. Individual safety bracket devices shall be provided for all tanks, full or empty, to prevent upset. Chains are not considered adequate. 2. Jackie Jones, State Certified Operator, Class D license, will be the manager and operator of these waterworks. 3. The waterworks is owned by the Cottonwood Falls HOA, 4218 West 14th Street Lane, Greeley, Colorado 80634. Said entity will be financially responsible for maintenance, repair, and replacement of parts & equipment,necessary chemicals, and manager/operator's salary. 4. Legal description of well sites: Weld County Change of Zone, Reception No. 2982962, recorded on June 29, 2002. Well #RES-1, 20' x 20' easement with 20' access easement for Residential Well #1. Located in the SE/4NE/4, Section 34, Township 5 North, Range 63 West, 6th P.M., at a location 1,930 feet south of the north section line and 1,060 feet west of the east section line of said Section 34. Well #RES-2, 20' x 20' easement with 20' access easement for Residential Well #2. Located in the SE/4NE/4, Section 34, Township 5 North, Range 63 West, 6th P.M., at a location 2,230 feet south of the north section line and 525 feet west of the east section line of said Section 34. 5. These wells are currently in use for normal operating procedures, see Pages 3, 4, and Appendix 2 of this document. 6. For maintenance program, see Page 4 of this document. 7. For sampling and analysis program, see pages 3 and 4 of this document. 8. Jackie Jones, State Certified Operator class D license, will notify necessary peoples and agencies in case of emergency, see the Emergency Action Plan on page 6 for further details. Pickett Engineering, Inc. Cottonwood Falls, PUD 9. Potential pollution sources include groundwater contamination or improper mix ratio for disinfectant solution. 10. The safety program for this waterworks includes the safe handling of chemicals in accordance with the chemical manufacturing requirements. All chemicals will be kept in closed containers to be stored in the enclosed structure as described previously in this managerial plan. (See also Emergency Action Plan, page 6 of this document.) 11. Unaccounted water use will be tracked through pressure tests as specified on Page 4. Calculations for Disinfection Due to the•said parameters of this community water system, not under the influence of surface water, the following disinfection system has been designed: pH = 7.3 Temp= 10°C CT value for 2 log removal of virus by free chlorine= 3 Free chlorine injection=3 ppm _ Contact time = 1 minute Well pump Output Demand= 15 gal/minute Well pump pressure =40 psi Sodium hypochlorite (bleach) solution strength= 5.25% 52,500 ppm Well pump Output(GPM)x Required dosage x 1440 Metering pump Output(GPD) = Solution Strength(ppm) 15 gpm x 3 ppm x 1440 52,500 ppm 1.23 GPD 2 Pickett Engineering, Inc. Cottonwood Falls,PUD Operating Instructions Stroke length shall be adjusted to achieve 0.16 mL/cc 0.16 mL/cc delivers 0.16 GPH of disinfectant solution 0.16 GPH 3.84 GPD of disinfectant solution 15 gpm x 1 ppm x 1440 Solution strength= 2.64 GPD 6900 ppm 52,500 ppm = 6900 ppm = 7.6 gal I gal X gal Therefore, the mix ratio is: 7.6 gal water : 1 gal bleach (5.25% sodium hypochlorite) Operator is required to: 1. Perform chlorine residual tests and collect samples for tests specified in the letter of approval from the Colorado Department of Public Health and Environment. These samples should be sent to Evergreen Analytical, Inc., for analysis. Tests and procedures will comply with the Primary Drinking Water Standards. Keep logs of all tests and report usage annually to Department of Natural Resources, Colorado Division of Water Resources, 1313 Sherman Street, Room 818, Denver, Colorado 80203. Main contact number: (303) 866-3581. 2. Perform all preventative maintenance for all equipment pertaining to Well Sites #1 & #2 per manufacturer's recommendations. The bleach required, containing 5.25% sodium hypochlorite, can be purchased at any grocery store. 3. Coordinate purchase of all necessary chemicals. 4. Coordinate any necessary repair or replacement of all equipment and parts pertaining to said waterworks. 5. Management of chemical control process. 6. The 50 gal chemical storage tank will need to be filled every 15 to 20 days. 7. Operator is required to keep a log of all tests, with results and date. Tests should be performed on four samples. Procedure for collecting samples; first let the faucet flow freely for 30 seconds to 2 minutes; then take samples at 30-second intervals from a continuously flowing faucet. In case of emergency or water quality violation refer to the Emergency Action Plan on page 6. 3 11/06/2003 16:42 356-64 & PICKETT ENGINEPZING PAGE 02 Addendum #1 Installation, Operation, and Maintenance Manual Well Site #1 & #2 Page 3 Operator is required to: 8. Notify all users, of said water system, of service interruption 24 hours in advance, by phone, written notification, or in person. If the service interruption is greater than 12 hours then the Emergency Action Plan is to be enacted. Pickett Engineering, Inc. Cottonwood Falls, PUD Installation and Maintenance Requirements All components will be installed and maintained per manufacturer's instructions. Immediately following installation, the residual chlorine will be tested at the tap inside the residences. See page 7 of this document for information regarding the purchase of acceptable chlorine residual test kits. If results of said tests are not between 0.2 ppm and 0.5 ppm, then adjust the disinfection solution strength accordingly. Said tests will be performed bi-annually, per the manufacturer's recommendations, or per recommendation of the Colorado Department of Public Health and Environment, whichever is more frequent. Pressure tests will be performed immediately following installation of said system as well as bi-annually at both residences being supplied by this waterworks. These tests will be used as indicators for identifying problems in the system. Problems can include broken pipes, seals, or malfunctioning pumps. Pumps will be checked first, and if they are performing properly, then it is assumed that the problem lies with the distribution system, and can be identified from pressure tests. External Technical Resources LMI and SeaMetrics Equipment Gorman-Rupp Equipment Repair or Replacement Repair or Replacement TRITEC Inc. Centennial Equipment Company, Inc. 7536 West 17th Avenue 15760 West 6th Avenue Lakewood, Colorado 80214 Golden, Colorado 80401 (303) 233-2004 phone (303) 278-8400 phone (303) 232-3472 fax www.gripumps.com www.lmipumps.com www.seametrics.com Evergreen Analytical, Inc. 4063 Youngfield Wheat Ridge, CO 80033-3862 Colorado Public Health and Environment Colorado Drinking Water Program Manager Water Quality Control Division 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3500 Fax: 303-782-0390 4 Pickett Engineering, Inc. Cottonwood Falls, PUD NOTE: The calculations on page 3 of this document utilized a residual chlorine concentration of 3 ppm to determine worst-case storage volume requirements. Due to the,length of the distribution system, it is believed that a residual chlorine concentration of I ppm will result in a point-of-use residual between 0.2 ppm and 0.5 ppm. Point-of-use residual supercedes CT value requirements due to the adverse effects to human health. • 5 ' Pickett Engineering, Inc. Cottonwood Falls, PUD EMERGENCY ACTION PLAN WELL SITES #1 AND#2 This emergency action plan has been developed to provide guidelines for operator response to events that could possibly affect said water distribution system's ability to produce potable water. Events include: Chemical Spill Flooding Distribution Failure Treatment Process Failure Failure of Water Source Vandalism/Sabotage Earthquake Bli77ard Power Failure in System In the event of any emergency, the operator should contact, by phone and written document, the Colorado Department of Public health & Enyironmen't, the waterworks owner, and all residents served by said system. If one of the wells in the system is unable to produce potable water, then the defective well should be rendered inoperable by disconnecting its well pump and closing the gate valve from the well; the gate valve that connects the two well houses is to be opened, allowing the operable well to supply the entire distribution system. - If both wells are unable to produce potable water, then both wells should be rendered inoperable by disconnecting their respective well pumps and closing their respective gate valves. Potable water will be temporarily supplied via portable cistern with the operator assuming the responsibility of coordinating the rental of the cistern. The waterworks owner will assume the financial burden of the rented cistern and water that is needed. It is the owner's responsibility to impose appropriate water conservation measures. It is the operator's responsibility to determine the work to be performed and to set priorities on the damage to be repaired. Guidelines for bringing the inoperable well(s) back online will be outlined by the CDPHE. Colorado Department of Public Health & Environment Colorado Drinking Water Program Manager Water Quality Control Division Colorado Public Health and Environment 4300 Cherry Creek Drive South Denver,CO 80246-1530 Phone: 303-692-3500 Fax: 303-782-0390 6 • Information on Chlorine Residual Test Kits CHLORINE RESIDUAL TEST KITS-DPD METHOD The State of Colorado accepts any DPD based calorimetric test kit for the analytical testing of residual chlorine concentrations. The DPD Colorimetric Method is accepted by the Environmental Protection Agency listed for such purposes in 40 CFR 141.74. The DPD Colorimetric Method is also a recognized method for testing chlorine residuals as set forth in Standard Methods for the Examination of Water and Wastewater, 1995,American Public Health Association et al., 16th edition. There are other accepted test methods, however the DPD Colorimetric Method is the least expensive and most commonly used. The test kits listed below are available to measure total chlorine residual using the DPD method. The Colorado Department of Public Health& Environment makes no recommendations as to the accuracy or serviceability of these products. Other test kits using the DPD method of measurement may be available,and are acceptable for use if they are specifically designed for testing drinking water. Swimming pool, hot tub, or similar test kits are not acceptable test methods. The sensitivity of the test kits should be accurate to a range from zero to 1.0 mg/I (or ppm)of total chlorine with 0.1 mg/I increments. Hach Model CN-66 Cat. No. 2231-01 Free&Total Chlorine $34.25 Cat. No. 2231-03 Total Chlorine $34.25 Local Distributor direct sales through Hach (800)227-4224 Hach Chemical Company P.O.Box 389 Loveland, Colorado 80539 (800)227-4224 LaMotte Model SL-MW CODE 3312 Free&Total Chlorine $41.50 each Local distributor: PCI Sales (303)337-2622 LaMotte Company P.O. Box 329 Chestertown, Maryland 21620 (800)344-3100 If you have any questions contact: • Water Quality Control Division Water&Wastewater Technical Services Unit (303)692-3500 March 2001 7 APPENDIX 1 inforrn!r1Jn Sleet Polyethylene Tank and Cover Assembly and Accessories MODEL NO.26350 50 GALLON TANK ASSEMBLY • Ultraviolet resistant, molded yellow polyethylene tank. • • High rigidity black polyethylene cover with molded recess for mounting of pump, agitator* r mot. and liquid level switch. • 5 gallon (20 liter) graduations, • Self supporting,tapered sides. • Suitable for most corrosive and noncorrosive solutions. • Can be nested up to four(4) per carton for shipping economy. s �Mttt� Model No.26350 - COMPONENT PARTS 2 Q Ref Part '� Olpr 0 No. No Descriptiono ty -Q O 1 25985 Black Casty Assembly 1 I lene .'�4AI� ■ ® 2 10348 CaplugAssemby 2 Oilfi _ Black Polyethylene 3• 28837 Cover.Black 1 Polyserylene • 4 25888 Tank,50 Gallon 1 —1300 REF-- Yellow Pelyet i a 1 NOTES: Shippkig ea.25 a(11.4 kg) l-nase REF 1. Full,flat bottom support required. 2. Maximum solution/ambient temperature 110°F(43°C) 3. Minimum solution/ambient temperature 0°F(-18°C) 4. Maximum weight limit for cover 50 lbs(23 kg) 5. Not suitable for use with concentrated organic solvents, oils and related materials. *Cover must be drilled at factory for agitator metalling. Please Indicate your desire for this option when ordering. LMI II Post Office Aetorrr MA 01720 USA 11ae.rns....re.ww TEL: (WM 2130600 MILTON ROY FAx: (s75) 2649172 A r 01..0._0 C menall. //WWW.t F-71 1$il Replaces same of Rev.C 3)97 ®II 1057.D 3R7 Configuration Data & Materials of Construction Drive Liquid Size Materials of Construction I Tubing&Connections Assembly End No. Cods Head & Fittings Balls Llqulframni Seal Ring '1 ry Discharge Suction CO°❑- C70❑- 297 0.9 318 S.S. 316 S.S. Fkxrofan" 316 S.S. Pp 1W NPT M C10❑- 945" 0.9 PVC Ceramic Fkaofin" PTFE 4FV Pipe 1M'NPT M 36051' 1.8 AcryiiclPGC Ceramic Fluorofin" PGC I PoAuer 4FV FE.375'0.0. 36151' l8 PGC/PGC Ceramic Fh vialIm" POC/Palyint 49V FE.375'0.D. C91❑- 36251' 1.8 'WOE/PVDF Ceramic Fl aofkil" PVOF/ Potterer 49V FE 375'0.0. C92❑- 36351' 1.8 PVDF/PVDF Ceramic FluatNn' PVDF/ PTFE 4P/ FE.375'0.0. C71 O- 277 1.8 316 S.S. 316 S.S. Fhaol n' 318 S.S. Poe 1W NPT M C72❑- 71F5 1.8 AaylicJPVDF PTFE Hypabn• Hypalon• 4FV FE.5'O.D. Vinyl .5' O.D. C11O- 715' 1.8 Acrylic/PVC Ceramic Fkaofitn" PTFE 4W FE.5'0.0. Vinyl .5' O.D. C120- 72S' 1.8 PVC Ceramic Fissure" PTFE 4W PE.5'O.D. 745" 1.8 PVC Ceramic Fkaofan" , PTFE 4FV Pia 1W NPT M 7518/ 1.8 Polypropylene 316 S.S. Fhaofin" PTFE PE.5'0.D. Vinyl .938' 0.D. 755' 1.8 Polypropylene Ceramic Fkaofan" PTFE 4FV FE.5'0.0. 76 1.8 AaylicIPP 316 S.S. Fborofikn" Hypalon• FE.5'O.D. Vinyl .938' 0.D. 79 1.8 UNION FE Ceramic Hypalen' Hyoalon' PE 5'0.0. Vinyl .5' 0.D. 31031' 3.0 Acrylic/PGC Ceramic FMaofikn" POC I PolypreP 4FV FE.375'0.0. 31151' 3.0 PGCIPGC Ceramic Fhaofan' PGC I Pohme' 4FV FE.375 O.D. 31251' 3.0 PVDF I PVDF Ceramic Fklaoktn' PVDFI PohvrtP 4FV FE 375'0.D. C93 O- 31351' 3.0 PVDF I PVDF Ceramic FNaofan' PVDF I PTFE 4FV PE.375'0.D. C73❑- 2011V 3.0 AcryhdPP 316 5.5. Fboroflhn" Hoskin* PE.5.0.0. WV .936' 0.D. C13❑- 205" 3.0 AcMirJPVC Ceramic Fhaofdm' Hypalon• 4FV PE.5'0.0. Veryl .5 O.D. 24 3.0 PVC Ceramic Fhnrdan' PTFE Pipe 1?NPf M 251N 3.0 Pohrcrcoylene 316 S.S. Fhadan" PTFE FE.5'0.0 VtM .938' 0.0. 25P 3.0 Polypropylene Ceramic Fiarafan' PTFE Pp 112'PET M 25T 3.0 Polypropylene Ceramic Fhactim" PTFE FE.5 0.0. 285'• 3.0 PVC Ceramic Fluorpfan" Won' 4FV PE.5'0.0. 27 3.0 316 S.S. 316 S.S. Fbprofilm' PTFE Pie 1?PET M 29 3.0 tIHMW FE Ceramic Fhaofan' Hypalon• PE.5'0.0. 30 6.0 AcryliclPVC Ceramic Fborofilm' PTFE PE.5'0.0 Vinyl .5' O.D. C94❑- 32 6.0 PVDF Ceramic Fluorofan" PTFE FE.5'0.D. C78❑- 34 6.0 PVC Ceramic Fiwrefan" PTFE Poe I?NPT M C74❑- 35P 6.0 Polypropylene Ceramic PonrofiM" PTFE Pipe 1?NPT M C14❑- • 357 6.0 Polypropylene Ceramic Finagle"' PTFE FE.5'O.D. 36 6.0 PVC Ceramic Fluorofikn" PTFE PE.5'0.0. 37 6.0 316 S.S. 316 S.S. Fluoroflm' PTFE Poe 1? NPT M 2011V 3.0 AcrylicJPP 316 S.S. Flwofm" Hypalon' FE.5'0.D. Vinyl .938' 0.0. 20S" 3.0 AaylicJPVC Ceramic Fborofikn' Hypabn' 4W FE.5'0.0. Vinyl .5' 0.0. 24 3.0 PVC Ceramic Riordan" PTFE Pie 1? NPT M C77❑- 2511V 3.0 Polypropylene 316 S.S. Fkaofan' PTFE PE.5'0.D. Vinyl .938' 0.D. 25P 3.0 Polypropylene Ceramic Fhirofap' PTFE Poe 1?NPT M 25T 3.0 Polypropylene Ceramic , Fluorofin" PTFE , FE.5'0.0. 265" 3.0 PVC Ceramic Fhaoran" Won' 4FV FE.5'O.D. 27 3.0 316 S.S. 316 S.S. Fluorofan' PTFE Poe 1?APT M 29 3.0 UHMW PE Ceramic Fkvofikn" Hypabn' PE.5'0.0. o sa front page b relay code semicolons. ' To spate W lef male.change T to r.To sway back W mining 4EV Idwh rune poop is emalmod with n U.S Fair imam Vela. Ulm chime Tie V.To spatly Bleed 6y.doge Tie T.To Fla debate type a6sywloelpessen nM elm is -• nor lipid Fist re available weer a 4FV.Comer drop 1w "edgy 311E chase Tmt. died a the prep fret It provides aorlsypee Sane end of h lgid EM webs le at Om model MIAOW Floadb"is a capolyri.e or FIFE red PIA. Poamaice and aids la priming.rem wide pressure. a 4EV. Polyprel'Is an alaslomark PTFE copolymer. Output Information Gallons per Hour Libre per Hour mike per Minute mLhx per Stoke Maximum injection Series Mln Max Mln Max Mb Max Min Max Pressure CIO. C70'. C93' 0.001 1.3 0.005 4.9 0.08 82 0.08 0.82 300 pa (20.7 Bel y Cll. C71'. C91' 0.003 2.5 0.010 9.5 0.16 158 0.18 1.58 150 pa (10.3 Bel) C12 C72' CS? 0.004 4.0 0.015 15.1 0.25 252 025 2.52 100 oa (6.9 Bar) C13, C73'. C83' 0.008 8.0 0.030 30 0.51 505 0.51 5.05 60 pa (4.1 Bar) C14 C74 C94' 0.020 20.0 0.076 76 1.26 1282 1 76 12.62 25 psi (1.7 Bar) C77' 0.010 10.0 0.038 38 0.63 631 0.63 6.31 80 psi (5.5 Bar) C78' 0.025 25.0 0.095 95 1.58 1577 1.58 15.77 30 pa (2.07 Bar) •niNmum wtast is based on 1 s'mkeper niwraM 10%stoke aeing.mintnwn oupul sibs led cedYdarEesbnalmods.Stain CS pump may be pmParrnedsorsfroanperliweblpnroutputs. C 1999 LMI Milton Roy-All Rights Reserved Polyprel is a registered trademark of liquid Metronics Incorporated. Printed in USA FlouroMm and Liquifram are trademarks of Liquid Metronics Incorporated. Specifications subject to change without notice. Hypalon and Viton are registered trademarks of E.1.du Pont de Nemours &Co..Inc. 1 DA-Ntel c-:lL-: sheet Configuration Data Series C Model IC92I 1❑-F363SII Electronic Metering Pumps Control & Output Code — Mand Conf.l Speed(stoking frequency) and stroke length manually adjustable. IIIII'' a\'• ' 0 - CIO-1.3 GPH (4.9 Vh)...300 psi(20.7 Bar) �� C I 1—2.5 GPH (9.5 M)_.150 psi(10.3 Bar) J*j •. C12-4.0 GPH (15.1 Vh)...100 psi (6.9 Bar) 1C13-80GPH (30 Vh) 60psi (4.1 Bar)C14-20CPH (76 Vh) 25psi (1.7 Bar) lastnanent RaponahalYaal Costal ® _---- ) Manual adjustment features of C1 Series • -� plus switch conversion b external control 1n automatic systems. �IIIII: ® �1 C70-1.3 GPH (4.9 M)...300 psi(20.7 Bar) i C71—25 GPH (9.5 M)...150 pat(10.3 Bar) 'L) I_ C74 GPH (76 C77-10 GPH (38 GPH C72—4.0 GPH (1(38 IA).. 80_180) 25 psi(205 Bar) ... ', _ C90—1.3 GPH (4.9 M)...300 psi('20.7 Bar) C91—2.5 GPH (9.5 M)...150 psi(10.3 Bar) —_o C92—4.0 GPH (15.1 l/h)...100 psi (6.9 Bar) C93—8.0 GPH (30 M) 60 psi (4.1 Bar) C943—20 GPH (76 M) 25 psi (1.7 Bair) O aaalo Voltage Code Ci '® a��Y\ 1 -120 VAC US Plug 2-240 VAC US Plug 3-220-240 VAC DIN Plug Dimensions 5-240-250 VAC,UK Plug 11 it I 6-240-250 VAC. AUST/NZ Plug —, 7—220.240 VAC, SS Plug . IIl[e SWI It Liquid End I rap. (ice_ See reed page for complete liquid end ] e 0 ar«w�l ''leas_ • no. specifications and selection. it 1ss_ I nw-V Specifications Strokes Per Stroke Length lus�mq 1.1.30" >dt Minute (Adjustable) Average (Adjustable) Recommended Input Power Shipping Serbs lain Max Minimum rg Max Speed Weight C10 C90 5.5, Cl 7 C91 , • w.� na .q Swirl C12 C92 1 100 10% 44 a 20 bs(9.1 kg) r«—y�,.rw C13, C73, C93 C14. C74. C94 [ C77 1 100 10% 87 watts 28 bs(12.7 kg) tam niaa 1 C78 va.. piano • LMI 8 Post Office Square Acton, 01720 USA TEL:(978)263-9800 MILTON ROY FAX:(978)2649172 sy' http:/hy tiw.lmipumps.com ® Replaces Replaces same of Rev.C 9/97 922L0011712.D 10/99 • AGITATORS WITH SUCTION TUBE SHIELD 115V Model Shaft Length Impeller Motor No.10590 34'S.S.+ 303 S.S.+ 1600 RPM, 115 VAC, No.10592 34'S.S.+ Neoprene" 50/60 Hz.,1.5 AMP. No.27591 2T S.S.+ 303 S.S.+ 175 WATTS,1/20 H.P. 220V Model Shaft Length I Impeller Motor No.25290 34'S.S.+ 303 S.S.+ 1600 RPM,220-240 VAC, No.25292 34'S.S.+ I Neoprene" 50 Hz., .75 AMP.175 WATTS No.34504 2T s.s.+ 303 S.S.+ 1/20 H.P.DIN Plug + Epoxy chemical resistant coaling. " Has bronze hub for nonconoslve abrasive slurries only. LIQUID LEVEL SWITCH MODEL NO. 26731. • Corrosion resistant housing of glass-fiber, reinforced polypropylene. • Chemical resistant polypropylene float. • Receptacles for connection to metering pump and low level signal device (alarm). • • Convenient mounting on an LMI 50 gallon tank with cover assembly. • Electrical:Voltage 115 VAC,50/60 Hz. Max Load:3 Amps.Also available in 230 VAC, (Model No. 26732). 01997 L1.11 Milton Roy-AI Rights Reserved Printed in USA Specifications subject to change without notice. Instruction Manual Remote Flowmeter - Pulser RFP Series CONTENTS Unpacking 2 Location 2-3 Programmable Divider & Pump Calculations 4 Dimensions & Weights 7 Specifications 10 Parts List 11 For file reference, please record the following data: Model No: Serial No: Installation Date: Installation Location: When ordering replacement parts for your LMI Controller or accessory, please include the complete Model Number and Serial Number of your unit. 8 Post Office Square wean r �' Acton,MA 01720 USA MILTON ROY TEL: (508) 64263-9800 A a avnap.na co pc a,, FAX: (508) 264-9172 unit I��p/jj�I http://www.lmipumps.corn 1S9p81 I..aJI Replaces same of Rev D 9/96 f�ry 1538.D 6/97 INSTALLATION I. UNPACKING least 10 times the nominal diameter of the Flowmeter A. Remote Flowmeter(RFP)units are packaged in two both upstream and downstream is need to ensure accurate separate cartons.One carton contains the Flowmeter and readings. 10 feet of cable for direct hookup to the Remote Program- 4. If the pipe line downstream from the Flowmeter is mable Divider.The other carton contains the Remote Programmable Divider complete with 10 feet of cable for open discharge,the pipe must be raised so open dis- charge elevation is higher than the top of the Flowmeter direct connection to an LMI metering pump. (see"Typical Installation"drawing below). B. Remote Flowmeter units in 3/4", 1",and 1 1/2"sizes have a pair of union couplings and gaskets included.The 5. Thoroughly rinse the pipeline by opening the upstream 2",3",4"and 6"sizes have flange connections. shut-off valve before installing the Flowmeter. C. Because of test water residue,the Remote Flowmeter 6. The Remote Programmable Divider may be located as should be stored in a frost-proof area.If this is not far as (00 feet from the Flowmeter location.Extension cables are available.Please consult the factory if the possible,the Remote Flowmeter must be thawed prior to installation. Remote Programmable Divider will be installed more than 100 feet from the Flowmeter. II. LOCATION 7. The flowmeter must be installed horizontally and A.Flowmeterlevel,with the glass register positioned up(12:00 posi- tion—see"Typical Installation"drawing). 1. Remote Flowmeters should be installed in a frost- 8. For ease of installation,install a shut-off valve,with an proof,easily accessible area. orifice diameter at least as large as the nominal size of the Flowmeter.Installation of a bypass is also recommended 2. To prevent accumulation of air and a resultant error in for easy removal or servicing of the Flowmeter without measurement,the Flowmeter should be installed on the interrupting the water flow(see"Typical Installation" lowest horizontal point of the pipeline. drawing). 3. An uninterrupted run of straight pipe with a length at sf • I IMSSraD1 e p Ft IMAM ''� oU+Rs u i CIEIM,4 ItkCIflt W cane IcM%AWE AMMETER MASER 11A n tIIIIRc GBC/iIFM IMOR t30MC 0MER riR lip ,OWIION AMINO z---== CHEMICAL TYPICAL INSTALLATION • 2 9. Apply Teflon tape or pipe thread sealant on tapered C.METERING PUMP pipe thread ends of the meter couplings on 3/4", 1"or 1 1/2"models. 1. Installation of your LMI metering pump should be in accordance with instructions included with the pump. 10. Air trapped in the Flowmeter should be removed prior to operation.To accomplish this,loosen the meter 2. Plug the connector from the programmable divider into couplings slightly(for models so equipped)and rotate the receptacle located on the bottom of the pump's the Flowmeter slowly so that register is upside down. control panel. Open upstream(inlet)valve slowly letting water through the meter.Rotate Flowmeter slowly again until the 3.To prime the pump,switch to the INTERNAL mode register is upright and tighten meter couplings.The and follow the PRIMING PROCEDURES on the LIQUID Flowmeter is now ready for cable connection to the END ASSEMBLY INSTRUCTION SHEET.Once the Remote Programmable Divider. pump is primed,switch to the EXTERNAL mode for meter pacing. B.REMOTE PROGRAMMABLE DIVIDER 4. Set divider number on the programmable divider 1. The Remote Programmable Divider may be located up according to instruction in the next section. to 100 feet from the Flowteter.The unit has molded-in 4 5.Check treated water for desired dosage. mounting holes that will accept 1/4"diameter screws for wall mounting. 6.Adjust stroke length knob until desired dosage is 2. Once the Remote Programmable Divider and the obtained. Flowmeter have been installed,connect the cable from the Flowmeter to the programmable divider by plugging IMPORTANT: the connector on the cable into the receptacle on the PUMP MUST BE IN THE EXTERNAL MODE FOR programmable divider. METER PACING. MEM 010.10 �I!j■I WM KEW* Ei i7� I DAM PM*MAI Nfld. LIMP,010 I �. 0 4w Q tr VW AO IIFCOMM IMOD Pa le META CONNECTOR INSTALLATION 3 III. PROGRAMMABLE DIVIDER AND PUMP CALCULATIONS The following information is provided to enable you to understand the calculations necessary to properly adjust your RFP flowmeter. In the steps below you will calculate: A-Required pump output B-Maximum output of metering pump C-Percent output required from pump D-Stroke knob setting on pump(strokes per minute) E-Divider number 1. DETERMINE METERING PUMP OUTPUT(GPH*) • Be sure the metering pump selected is an LMI Al,B7 or C7 type pump. These pumps are equipped with an external input jack for use with RFP flowmeters. • When using the A7,B7 or C7 pump with an REP flowmeter,the speed control knob function is bypassed and taken over by the divider unit.The speed of the pump is controlled automatically,based on the flow of the water through the flowmeter.On the LMI A7 pump external mode is accomplished by turning the speed knob fully counter clockwise.On 137 and C7 pumps,a switch is provided to place the pump in the external mode. • Be sure the pump's pressure rating exceeds the system pressure by a minimum of 20%. For example,if system pressure equals 100 psi,the pump rating should be 120 psi or greater. • Use this calculation to determine output in gallons per hour(GPH*). Max.flowrate of water through Desired concentration (A) 6owmeter(in GPM') X (in PPM') X .006 = (Required pump Percent concentration of pumping solution output in GPH') (expressed as a whole number) Example A: 70(GPM') X 4 (PPM') (A) 53.33 X .006 = .32 5.25(%solution expressed as a whole number) (B) Example Results: Select an A77 pump with .42 GPH• max.output at 140 psi. (Use the pump selection guide.) 4 2. DETERMINE PERCENT OUTPUT REQUIRED FROM PUMP Required (C) pump output from (A) Max output of metering (B) (percent output required from the pump) pump selected (in GPH•) Example B: .32 (A) (C) .76 (Percent output required from pump) .42 (B) 3. DETERMINE TAE STROKE SETTING Square Root of (D) /Percent output (Stroke knob setting on pump and v desired fromstrokes per minute in step 5) pump (C) Example C: Square Root of (D) 87 (Stroke knob setting on pump and 'V .76 (C) strokes per minute in step 5) Example Result: Set stroke knob to 87% 4. FLOWMETER SPECIFICATIONS Check the size of the flowmeter selected based on: • The required pipe size or mounting flange. • The maximum and minimum flowrate of the flowmeter. Model Pipe Flow-GPM* Flow-LPM• Primary Pulses Primary Pulse Size MIN MAX MIN MAX per U.S Gallon per Liter RFP-07 3/4" 0.44 20 1.7 76 62.7 16.6 RFP-I0 I" 0.8 50 3.0 189 34 9 RFP-15 1-1/2" 1.4 85 5.3 322 13.3 3.5 RFP-2O 2" 1.75 130 6.6 492 13.3 3.5 RFP-30 3" 5 350 18.9 1325 7.7 2 RFP-40 4" 5 650 18.9 2460 4.8 1.3 RFP-60 6" 9 1300 34.1 4921 1 0.3 5 5. DETERMINE DIVIDER NUMBER NOTE: If an LM/D7 metering pump is being used, multiply value(D) by 75%to determine correct Divider Number. Max.flowrate of water through X Primary pulses per (E) flowmeter(in GPM*) U.S.gallon(from chart) = Divide number Strokes per minute of pump (D) (expressed as a whole number) Example D: (E) 70(GPM*) X 13.3 (PPPUSG•) Divide number = 10.7 (round off to nearest 97 (p) whole number) Example Result: (E) Round off the divider number to read 0011 on the divider unit. The resulting divider number will cause the pump to run at 87 strokes per minute at the maximum flowrate or water through the flowmeter. 6.SET THE DIVIDER NUMBER A.Remove the clear window on the programmable divider by removing the two black thumb screws. B. Set thumbwheel numbers to divider number determined above. Example: Using the divider number determined in the previous example(divider number=0011),you would set the thumbwheels as illustrated below: fl l fl l 1 11 C.Replace the clear window to activate divider. IMPORTANT: DIVIDER WILL NOT OPERATE UNLESS CLEAR WINDOW IS IN PLACE. NOTES: • To make small increases or decreases in output,adjust the stroke knob. • Increasing the divider box number will decrease the pump speed(strokes per minute). • Decreasing the divider box number will increase the pump speed(strokes per minute). • Dilute pumping solutions when low PPM concentrations are required. This will allow you to increase the pump speed(strokes per minute). *GPM=Gallons per Minute *GPH=Gallons per hour *LPM=Liters per minute 'PPM=Pans per million if *PPPUSG=Primary pulses per US Gallon 6 DIMENSIONS & WEIGHTS Model No. RFP-07 REP-10 REP-15 RFP-20 RFP-30 RFP-40 RFP-60 Nominal Size in 3/4 1 1-1/2 2 3 4 mm 20 5 25 40 50 75 100 150 in 7.5 10.25 11.81 10.62 12 14 L mm 190 260 300 270 18 305 356 457 in 11.34 14.87 17.25 _ L1 mm 288 378 438 _ In 5.35 5.79 6.34 8.6 8.440 9.370 12.560 214 240 H mm 136 147 161 218 319 In 1.61 1.75 1.81 3.27 3.87 4.62 6 h mm 41 44 46 83 99 117 in 1 152 D 1.25 2 6.5 7.5 9 18 mm - - - 165 190 228 in - 457 - .5 BC mm - • 1 121 152 190 241 41 Bolt in21 6 7.5 Size mm - 5/8 3/4 3/4 3/4 - - 16 19 19 No.of Bolts - - - 4 4 8 8 Net Ms 4.6 6.8 8 13.0 25.8 42 68 135 Weight _. kg 2.1 3.1 5.9 11.7 19.1 30.8 61-.2 7 i II Ix sy� Ll RFP-07, REP-10, REP-15 x x BC RFP-2O e • BC RFP-30 L I c BC • • RFP-40 RFP-60 9 • • PROGRAMMABLE DMDER PO4 95 mm 137 inn (SJ5 mm) .I I (5.40 h) O 21 rrrn d4ae raw in) 161 mm (6.32 h) 89 mm 178 mm (3.5 h) (7.0 h) REMOTE PROGVAMMABLE DIVIDER-ALL MODELS • SPECIFICATIONS -RFP-07,RFP-10,RFP-15,RFP-20 TYPE:Multi-jet Impeller Meter BODY:Bronze REGISTER:Straight reading US Gallons,protected by high impact resistant plastic,permanently hermetically sealed. 7 digit totalizer on RFP-07 and RFP-10 S digit totalizer on RFP-15,RFP-20 SERVICE TEMPERATURE:32 to 120°F(0 to 50°C). MAXIMUM OPERATING PRESSURE:200 psi(13.8 Bar) RFP-30,RFP-40,RFP-60 TYPE:Magnetic Drive Turbine Meter BODY:Bronze REGISTER:Straight reading US Gallons,center sweep hand protected by high impact resistant plastic,permanently hermetically sealed between a glass dome and metal housing. 8 digit totalizer SERVICE TEMPERATURE:32 to 130°F(0 to 55°C) MAXIMUM OPERATING PRESSURE: 150 psi(10.3 Bar) RFP meters comply with or exceed all AWWA Class I Turbine meter performance standards. 10 PARTS LIST Quimby pm Assembly PartDivider Program. No. Description RFP-07 RFP-10 RFP-15 RFP-20 RFP-30 RFP-40 RFP-60 AR Models 31271 Remote Programmable Divider Asm. 1 1 1 1 1 1 1 31135 Housing 1 26740 Gasket Asm. 1 31277 Connector km. 1 31278 Cable Asm. 1 30990 Divider Asm. 1 26314 Switch 1 26490 Thumb Screw 3 28707 Screw,Self Tapping 4 10678 Screw,PH SS 4 31272 Panel km. 1 31256 Standoff 31110 Nameplate 4 28793 Wire Asm. 1 31374 Sensor Asm. w/8 Pin Cable 1 1 1 1 1 31408 Sensor Asm.w/8 Pin Cable 1 31409 Sensor Asm.wl 8 Pin Cable 1 31410 Sensor Asm.w/8 Pin Cable 31670 Register Asm. 1 1 31671 Register Asm. 1 31672 Register Asm. 1 1 26605 Register Asm. 1 26606 Register km. 1 31696 Register Asm. 31673 Tirbine km. 1 1 31674 Turbine Asm. - 1 31675 Turbine Asm. 1 31676 Tirbine km. 1 31431 Coupling Gasket(Myla-) 1 31434 Coupling Gasket(Mylar) 1 31437 Coupling Gasket(Myles) 1 11 • • En En' 8 Post Office Square Acton,MA 01720 USA TEL: (508) 263-9800 ISOMMILTON uaregetde DIVISION - - - - FAX: (508) 264-9172 iw*sna ROY • http://WWW.ImIpumps.com A rota a wnMtraaa Corporation C 1996 LMI Milton Roy-All Rights Reserved Printed in in USA Specifications subject to change without notice COTTONWOOD FALLS PUD Information on Your Water System This leaflet is intended to give you an understanding of where your water comes from, how it is treated, what problems might arise, and how you can recognize them. This information is vital in helping keep you and your family safe. Your water comes from one of three wells located on the property of your planned unit development (PUD). You may have noticed one or all three of the well houses. The water is treated with a metered injection system utilizing chlorine as the disinfection agent—keeping your water and water pipes safe. These metered injection systems are well-built and will last for years. Your operator will do routine checks to make sure they are operating properly. Even with your operator keeping a close eye on the water system, unexpected occurrences can happen, and there are a few things you can do as a water consumer to help keep your water safe. Please contact your water system operator for any of the following reasons: 1. If you can smell or taste chlorine. 2. If you notice someone who should not be inside the well houses or is vandalizing the well houses. 3. If you notice a sudden drop in water pressure or if you are not receiving water. 4. If you notice water bubbling up in your yard or in the street. 5. If you see anyone dumping any harmful liquid, such as oil or transmission fluid, on the ground. 6. If you would like a tour of the well houses, please contact your water system operator. Thank you for taking the time to read this leaflet your water system operator is: Jackie Jones MAY 2003 • • • INSTALLATION, OPERATION, AND MAINTENANCE MANUAL• WELL SITES #1 AND #2 . 1 A SUBDIVISION LOCATED IN THE E %s OF SECTION 34, t TOWNSHIP 5 NORTH, RANGE 63 WEST OF THE P.M., WELD COUNTY, COLORADO PREPARED FOR: COTTONWOOD FALLS HOA 4218 West 14th Street Lane J Greeley, Colorado 80634 (970) 352-2120 PREPARED BY: PICKETT ENGINEERING, INC. 808 8th Street Greeley, Colorado 80631 (970) 356-6362 -1 CERTIFICATION OF ENGINEER This Installation, Operation, and Maintenance Manual for a drinking water disinfection system for Well Sites #1 and #2 of the Cottonwood Falls Homeowners' Association was prepared by me, or under my direct supervision, in accordance with the provisions of the State of Colorado Design Criteria for Potable Water and the new Water System Capacity Planning manual. "`p�� JJJJJJJRfG/SJ'N, *-5/a'�may: s I Gregory E. Bow s . . Registered ProfeSsiojal Engineer • State of Colorado No. 3%3 Fwd J-7Y ' 'a S/0NAL .' ��r`` ''"psegu ntn u1 ''al'�� 1 • 1 ; 1 J • • i • .: • ' J rl TABLE OF CONTENTS ,I ` A. Waterworks Managerial Plan Pages 1, 2 B. Calculations for Disinfection Pages 2, 3 C. Operating Instructions Pages 3, 4 D. Installation and Maintenance Requirements Pages 4 E. External Technical Resources Pages 4, 5 F. Emergency Action Plan Page 6 G. Operational and Mechanical Information Appendix �J J J COTTONWOOD FALLS PUD A Subdivision located in the East 1/2 of Section 34, Township 5 North, Range 63 West of the 6th P.M., Weld County, Colorado it Waterworks Mona erial Plan: Well Sites #1 & #2 1. Structures for both wells are identical and are described as follows: a completely enclosed, heated structure, 15' x 11' 8", houses the waterworks; the entire floor is 6" concrete slab on grade acting as the equipment pad; the 50-gallon d polyethyleneupon said chemical storage tank and 50-gallon chemical mix tank will be houequipment pad; the steel door has tight-fitting weather stripping around all edges; a sign - warning of chlorine gas danger shall be mounted by the entrance; floor surfaces are smooth, impervious, and slip-proof; floor drains will not be allowed in chlorine rooms I unless properly trapped; chlorine gas is pale green and settles to the floor—therefore, floors should be a contrasting color such as white; sufficient ventilation shall be provided to allow one complete air change in the chlorination room every two minutes; the exhaust duct intake must be located within six inches above finished floor level so that it draws air from the floor of the room; the exhaust duct shall discharge to the open air above grade, above anticipated snow level, and away from the inlets (doors, windows, etc.) to other rooms or structures. Three 4' electric baseboard heaters are provided to maintain the chlorine room temperature at 60°F. The room, the feed lines, and the chlorine storage tanks should be protected from excessive heat. Chlorine storage tanks should not be exposed to direct sunlight.t. Individual ua s safetyCh bracketce devices eot sds shallred adequate. e 2. for all tanks, full or empty, prevent 2. Jackie Jones, State Certified Operator, Class D license, will be the manager and operator of these waterworks. 3. The waterworks is owned by the Cottonwood Falls HOA, 4218 West 14th Street Lane, Greeley, Colorado 80634. Said entity s will financiallybeegan rent, esponsible ary chem for icals,repair, and replacement of p manager/operator's salary. 4. Legal description of well sites: Weld County Change of Zone, Reception No. 2982962, recorded on June 29, 2002. Well #RES-1, 20' x 20' easement with 20' access easement for Residential Well #1. Located in the SE/4NE/4, Section 34, Township 5 North, Range 63 West, 6th P.M., at a location 1,930 feet south of the north section line and 1,060 feet west of the east section line of said Section 34. Well #RES-2, 20' x 20' easement with 20' access easement for Residential Well #2. Located in the SE/4NE/4, Section 34, Township 5 North, Range 63 West, 6th P.M., at a location 2,230 feet south of the north section line and 525 feet west of the east section line of said Section 34. Pickett Engineering,Inc. Cottonwood Falls,PUD 5. These wells are currently in use for normal operating procedures, see Pages 3, 4, and Appendix 2 of this document. 6. For maintenance program, see Page 4 of this document. 7. For sampling and analysis program, see pages 3 and 4 of this document. 8. Jackie Jones, State Certified Operator class D license, will be the manager and operator of this waterworks. 9. Potential pollution sources include groundwater contamination or improper mix ratio for disinfectant solution. 10. The safety program for this waterworks includes the safe handling of chemicals in accordance with the chemical manufacturing requirements. All chemicals will be kept in closed containers to be stored in the enclosed structure as described previously in this managerial plan. (See also Emergency Action Plan, page 6 of this document.) 11. Unaccounted water use will be tracked through pressure tests as specified on Page 4. lCalculations for Disinfection Due to the said parameters of this community water system, not under the influence of surface water,the following disinfection system has been designed: 1 1 pH = 7.3 1 Temp= 10°C CT value for 2 log removal of virus by free chlorine= 3 Free chlorine injection= 3 ppm Contact time = 1 minute Well pump Output Demand= 15 gal/minute Well pump pressure = 40 psi Sodium hypochlorite (bleach) solution strength= 5.25% 52,500 ppm i Well pump Output(GPM)x Required dosage x 1440 Metering pump Output(GPD) = Solution Strength(ppm) 2 Pickett Engineering,Inc. Cottonwood Falls, PUD 15 gpm x 3 ppm x 1440 1.23 GPD 52,500 ppm Operating Instructions Stroke length shall be adjusted to achieve 0.16 m1./cc 0.16 mL/cc delivers 0.16 GPH of disinfectant solution 0.16 GPH 3.84 GPD of disinfectant solution 15 gpm x 1 ppm x 1440 • I Solution strength= 2.64 GPD z 6900 ppm 52,500 ppm = 6900 ppm = 7.6 gal 1 gal X gal Therefore, the mix ratio is: 7.6 gal water : 1 gal bleach (5.25% sodium hypochlorite) Operator is required to: 1. Perform tests required by this document. Keep logs of all tests and report usage annually to Department of Natural Resources, Colorado Division of Water Resources, 1313 Sherman Street, Room 818, Denver, Colorado 80203. Main contact number: (303) 866-3581. 2. Perform all preventative maintenance for all equipment pertaining to Well Sites #1 & #2 per manufacturer's recommendations. 3. Coordinate purchase of all necessary chemicals. • 4. Coordinate any necessary repair or replacement of all equipment and parts pertaining to said waterworks. 5. Management of chemical control process. 6. The 50 gal chemical storage tank will need to be filled every 15 to 20 days. 3 Pickett Engineering, Inc. Cottonwood Falls,PUD 7. Operator is required to keep a log of all tests, with results and date. Tests should be performed on four samples. First let the faucet flow freely for 30 seconds to 2 minutes. Then take samples at 30-second intervals from a continuously flowing faucet. Installation and Maintenance Requirements All components will be installed and maintained per manufacturer's instructions. Immediately following installation, the residual chlorine will be tested at the tap inside the residences. If results of said tests are not between 0.2 ppm and 0.5 ppm, then adjust the disinfection solution strength accordingly. Said tests will be performed bi-annually, per the manufacturer's recommendations, or per recommendation of the Colorado Department of Public Health and Environment, whichever is more frequent. Pressure tests will be performed immediately following installation of said system as well as bi-annually at both residences being supplied by this waterworks. These tests will be used as indicators for identifying problems in the system. Problems can include broken pipes, seals, or malfunctioning pumps. Pumps will be checked first, and if they j are performing properly, then it is assumed that the problem lies with the distribution system, and can be identified from pressure tests. External Technical Resources lLMI and SeaMetrics Equipment Gorman-Rupp Equipment Repair or Replacement Repair or Replacement .• TRITEC Inc. Centennial Equipment Company, Inc. 7536 West 17`s Avenue 15760 West 6th Avenue Lakewood, Colorado 80214 Golden, Colorado 80401 (303) 233-2004 phone (303)278-8400 phone (303) 232-3472 fax www.gripumps.com • www.lmipumps.com www.seametrics.com 4 Pickett Engineering, Inc. Cottonwood Falls, PUD Colorado Department of Public Health & Environment Colorado Drinking Water Program Manager Water Quality Control Division Colorado Public Health and Environment 4300 Cherry Creek Drive South Denver, CO 80246-1 53 0 Phone: 303-692-3500 Fax: 303-782-0390 NOTE: The calculations on page 3 of this document utilized a residual chlorine concentration of 3 ppm to determine worst-case storage volume requirements. Due to the length of the distribution system, it is believed that a residual chlorine concentration of 1 ppm will result in a point-of-use residual between 0.2 ppm and 0.5 ppm. Point-of- use residual supercedes CT value requirements due to the adverse effects to human health. 5 Pickett Engineering, Inc. Cottonwood Falls,PUD EMERGENCY ACTION PLAN WELL SITES #1 AND #2 This emergency action plan has been developed to provide guidelines for operator response to events that could possibly affect said water distribution system's ability to produce potable water. Events include: Chemical Spill Flooding Distribution Failure Treatment Process Failure Failure of Water Source i Vandalism/Sabotage Earthquake Blizzard Power Failure in System In the event of any emergency, the operator should contact the Colorado Department of Public Health & Environment, the waterworks owner, and all residents served by said system. If one of the wells in the system is unable to produce potable water, then the defective well should be rendered inoperable by disconnecting its well pump and closing the gate valve from the well; the gate valve that connects the two well houses is to be opened, allowing the operable well to supply the entire distribution system. If both wells are unable to produce potable water, then both wells should be rendered jinoperable by disconnecting their respective well pumps and closing their respective gate valves. Potable water will be temporarily supplied via portable cistern with the operator assuming the responsibility of coordinating the rental of the cistern. The waterworks owner will assume the financial burden of the rented cistern and water that is needed. It is the owner's responsibility to impose appropriate water conservation • measures. It is the operator's responsibility to determine the work to be performed and to set priorities on the damage to be repaired. Guidelines for bringing the inoperable well(s) back online will be outlined by the CDPHE. Colorado Department of Public Health & Environment Colorado Drinking Water Program Manager Water Quality Control Division Colorado Public Health and Environment 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3500 Fax: 303-782-0390 6 COTTONWOOD FALLS PUD A Subdivision located in the East '''A of Section 34, Township 5 North, Range 63 West of the 6th P.M., Weld County, Colorado EMERGENCY ACTION PLAN WELL SITE#3 This emergency action plan has been developed to provide guidelines for operator responses to events that could possibly affect said water distribution system's ability to produce potable water. Events include: Chemical Spill Flooding Distribution Failure Treatment Process Failure Failure of Water Source Vandalism/Sabotage Earthquake Blizzard Power Failure in System In the event of any emergency, the operator should contact the Colorado Department of Public Health & Environment, the waterworks owner, and all residents served by said system. If the well is unable to produce potable water, check the water quality by performing tests on samples as referenced in the Well #1 & #2 Operations and Maintenance Manual, then, the well should be rendered inoperable by disconnecting the well pump and closing the gate valve. Potable Water will be temporarily supplied via portable cistern with the operator assuming the responsibility of coordinating the rental of the cistern. The waterworks owner will assume the financial burden of the rented cistern and water that is needed. It is the owner's responsibility to impose appropriate water conservation measures. It is the operator's responsibility to determine the work to be performed and to set priorities on the damage to be repaired. Guidelines for bringing the inoperable well back online will be outlined by the CDPHE. Colorado Department of Public Health & Environment Colorado Drinking Water Program Manager Water Quality Control Division Colorado Public Health and Environment 4300 Cherry Creek Drive South Denver,CO 80246-1530 Phone: 303-692-3500 Fax: 303-782-0390 Todd Hodges Design, LLC Approximate locati ;. of Site '. t l'a Soils Map USDA Soil Conservation Service Applicable Soils: 3, 10, 54 2412 Denby Court • Fort Collins, Colorado 80526 • (970) 207-0272 • fax: (561)828-8059 email: toddhodgesflesign(a earthlink.net Todd Hodges Design, LLC Soil Survey of Weld County, Colorado excerpt Published by the United States Department of Agriculture Soil Conservation Service In Cooperation with Colorado Agricultural Experiment Station Issued September 1980 Soil Classification #3: Aquolls and Aquents, gravelly substratum A quolls and Aquents. gravelly submit-stmt. This near,, I t'11 map'eni' is on bmton, !awls and fowl plaint 1'll p«n rnl of 11n amt Aquents, which Levu a lighter ..f au tl,. maim atr•art,• in (tie s'a rv.•c area A4'11,11.4. colored surfaei laser. make up about-'s percent. About S percent It is Ayu<pts and Nark rd Sande loam.. hi:h have a (ism tailored clan t• (aver. make up about fly am Jeep, p,mmty draiti d soils that firmed iu recent alluvium. No one pedon is typical. Commonly (.he soils have a mottled, mildly alkaline to moderately al- kaline loamy or clayey surface layer and underlying Matenal arid are underlain liy rand or sand and gravel within Is inches. In places they nave a gle.yed laver in the underlying material. Most of the acreage is cubieel to flooding. 'Ph« water table is at or near the.+urfaty "any in spring and recedea to as deep as 48 inches late in fall in some years. 'files, soils are used for rangeland and wildlife habitat. Some small are:,,: have been renamed by tuukiur drainage end leveling and are used for irrigated crops. The potential native aegetatinn is dnntinated by alkali saeatnn, switchgras.. and western whoa tgrrass. Saltgrins. te.lg', rush. and alkali bluegrass are also prontiner,t. Potential production ranges from 3.111X1(moods per aer- in favorable l ears to (Mq (muds in unfavorable years- As range condition deteriorates. the sw letigrnns. alkali saealon, and western tiheaten ss decrease and aaltgrass, .edge. and rush increase. s Management of r.getalion should be bawd on taking half and leaving halt ul'the total annual production. Seed ing is difficult and coati) because nunlrruus tillage prac- tices are required to eliminate tilt sallgrass SW!. Switehgrass western w heatgrass, alkali seae:Atnn, tall wheatgrass, and tall fescue are suitable for set ding They can tai• seeded into a clean, firm -. edbcd. Seedbed prepare lion usually requires more than 1 veer to eliminate the saltgrass snot. A grass drill should he used. -ie eding ...,rtt in (thug 1,a proves,most successful. Wetland wildlife, especially waterfowl, utilize this unit. Tlu wetland plants provide nesting and ptolectivc cover. as well as some food. The nearby irrigated ernpuutd, where aildlih" obtain wueh of their loss! : ,ii find protro- nee cover, slakes this unit ,aluable to both wetland and openland wddlifr. °paenland wildlife, especialle pie seas t, us, U . unit for ca.rr and nesting. Derr find ei,vbrnt ,over m some areas. The so valuable wildlife area sh,e-dd to- proteried from fire and fenced to prevent encroachment and ,,venue,' by livestock. I'hel should not be drained. Iles, soils hate govt potential as a sourer of sand and • gravel i'.ararbilil v suM-lass V Iw; ;Sou Meadow tinge site 2412 Denby Court • Fort Collins, Colorado 80526 • (970) 207-0272 • fro: (561)828-8059 email: toddhodgesdesign( earthlink.net • Todd Hodges Design, LLC Soil Survey of Weld County, Colorado excerpt Published by the United States Department of Agriculture Soil Conservation Service In Cooperation with Colorado Agricultural Experiment Station Issued September 1980 Soil Classification #10: Loup-Boel to. Loup-Boel Deep, level and nearly level, somewhat poorly drained anal poorly drained loamy sands formed in sandy alluvi- ii at This level and nearly level map unit is along Lost Creek in the sandhill area and in a small area north of Milton Reservoir. It makes up about 1 percent of the sur- vey area. About 55 percent is Loup soils, 30 percent is Roe! soils, and 15 percent is soils of minor extent. Loup soils are in the lower, or depression, areas that receive additional runoff. Boel Soils are at the slightly higher elevations. Loup soils are poorly drained, and Boel soils are somewhat poorly drained. Both soils have a loamy sand surface layer and underlying material and a seasonal high water table. Minor in this unit are the poorly drained Aquolls, the well drained Osgood soils, and the excessively drained Valent soils. This map unit is used mainly for rangeland. Wetness and sandy texture are the main limitations in farming. The potential is fair for development of rangeland wildlife habitat. 2412 Denby Court • Fort Collins, Colorado 80526 • (970) 207-0272 • fax: (561)828-8059 email: toddhodgesdesign(a earthlink.net Todd Hodges Design, LLC Soil Survey of Weld County, Colorado excerpt Published by the United States Department of Agriculture Soil Conservation Service In Cooperation with Colorado Agricultural Experiment Station Issued September 1980 Soil Classification #54: Paoli Loam, 0 to 1 percent slopes 54—hell loam. II 10 1 percent slopes.This is a deep, well drained soil on terraces at elevations of 4,700 to 5,250 feet. It formed in alluvial deposits Included in mapping are small areas of soils that have loamy sand surface layer. Typically the surface layer is grayish brown loam and fine sandy loam about 25 inches thick The underlying material to a depth of 60 inches is light brownish gray Fae sandy loam Permeability is moderate- Available water capacity is high. The effective rooting depth is rd inches or more Surface runoff is very slow,and the erosion hazard is low This sod is used almost entirety for u-ngated trope. It is muted to all crops commonly grown in the area, includ- ing torn, sugar beets,beans. alfalfa,small grain,potatoes, and onions.An example of a suitable cropping system is 3 to 4 yeats of alfalfa followed by corn, corn for silage, sugar beets, small grain, or beans Such chursttensties as the rapidly permeable substratum slightly restrict same crops All methods of irrigation are suitable, but furrow ir- rigation is the most common. Proper irrigation water management is essential. Barnyard manure and commer- cial fertilizer are needed for top yields- Windbreaks and environmental plantings are generally suited to this soil Soil blowing, the pnncipal hazard in establishing trees and shrubs, can be controlled by cul- tivating only in the tree row and by leaving a step of vegetation between the rows. Supplemental umpteen may be needed at the time of planting and during dry periods Trees that are best suited and have good survival tire Reeky Mountain juniper eastern redcedar,ponderosa pine, Siberian elm, Russian-olive, and hackberry. The shrubs best suited are skunkbtish sumac,lilac,and Siberi- an peaahreb. Wildlife is an important secondary use of this soil The cropland areas provide favorable habitat for nog-necked pheasant and mourning dove Many nongatne species can be attracted by establishing arena for nesting and escape covet Far pbeaanrs,undiatorbed nesting cover is ewxn- tial and should he included m plane for habitat develop- ment,especially in areas of intensive agriculture In areas protected from flooding, this soil has good potential for urban and recreational development. The chief linutmg feature is the rapid permeability in the sub- stratum, which causes a hazard of ground water con- tamination from sewage lagoons Road designs should be modified to compensate for the moderate frost potential Lawful, shrubs, and treee grow well. Capability subclass tie irrivated. 2412 Denby Court • Fort Collins, Colorado 80526 • (970) 207-0272 • fax: (561)828-8059 email: toddhodgesdesign(aearthlink.net Hello