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Home My WebLink About20040623.tiff • STATE OF COLORADO DEVICE Of THE STATE ENGINEER Lti s Division d Water Resources Depamnesa of Natal Resources c. 1313 Sherman Street,Rave ale ^ Dauer.Colorado 00203 , 17,2002 Phone:130)6663581 • FAX:1303)566.3589 as Owes Coverer hep*wawrxaecAIWCNavhhle CiaoEWachs Ewan.*Deem Me"Co Sheri Sawn 1*I D.Leann.AE Weld North 1 16Pl Avenue n Departnhem swwayve 1555 North it Greeley Co 80631 Re: Cattail Creek Subdivision Case No.PZ-613 • SW1f4 of Sec.9,TON,ROOW,8th P.M.. Water Division 1,Water District 3 • • Dear Ms.Lockman: We have reviewed the above referenced proposal to subdivide a 151.34 acre parcel described as Lot C of the Recorded Exemption No.2637 located in the SW 1/4 of Section 9,Township 8 North,Range 66 West of the 8th Principal Meridian,Into 8(PUD)single family residential lots of approximately 1-acre hi sIze,27 acres of open space and an agricultural lot appradmaWy 124 acres In size A 5-acre bolding site Is proposed to be provided of the agricultural lot The North Weld County Water District(District)has been proposed as the source of water for the household use of the residential lots and a copy of the agreement between the developer and the District was Included In the submitted material. The Water Supply Information Summary Sheet was also Included, indicates that according to the contract agreement between landowner and the District, 70% of en acre-foot or 228,000 gallons per year per lot will be suppled for the household use(0.69 acre-feet per year per lot). Adddlonal information provided Indicates that approdmatey 30 aces of open space will be irrigated using 20 shares of Woods Lake Mutual.Each share will produce on an average between 1.5 and 2.5 acre-feet of water per year.The Homo:Amer Association wi own and distribute these shares of water for common open space. Pursuant to Section 30-28.138(1)(hXlt),C.R.S..the State Engineer's office offers the opinion that with the sucahsbig material Injury as a to existing water rights and the supply is expe supplier for residential lots,the proposed cted be adequate.can be provided without If you have any questions in this matter,please contact Iowa Comankiu of this office. Sincerely, ��wt� Kenneth W.Knox Assistant State Engineer . cc: Richard Stenzel,Division Engineer Water Supply Branch Subdivision Fie Frye KKIIC/Cattatcreek 2004-0623 WATER SERVICE AGREEMENT (DEVELOPMENT/SUBDIVISION -SINGLE SYSTEM) THIS AGREEMENT is made and entered into as of the 12th day of May, 2003, by and between the North Weld County Water District, acting by and through the North Weld County Water District Enterprise (hereinafter "District") and George DuBard, (hereinafter"Developer"),of Cattail Creek PUD, (hereinafter"Development"). RECITALS WHEREAS, District is a statutory special district formed under the laws of the State of Colorado and is a quasi municipal corporation;and WHEREAS,the District Enterprise was created by the District, in order to comply with the provisions of Section 20,Article X of the Colorado Constitution and Article 45.1 of Title 37 of the Colorado Revised Statutes,as applicable; and WHEREAS,the District owns, maintains and operates a system for the storage of and distribution of potable water within Weld County and Larimer County,Colorado; and WHEREAS,the Developer desires to contract with the District for certain potable water supplies and services for the Development known as Cattail Creek PUD;and WHEREAS, Developer intends to plat and/or develop more than three residential lots which will require dedication of raw water and/or payment of cash in lieu of raw water dedication in accordance with the terms of this Agreement; NOW,THEREFORE, in consideration of the premises and the covenants and agreements hereinafter set forth, it is agreed by and between the District and Developer as follows: ARTICLE 1 WATER SUPPLY/FACILITIES 1.1 The District shall furnish a customary supply of water for a total of nine (9) individual residential water taps ("Taps"). The District shall furnish 70% of an acre foot' (228,000 gallons) of water per tap per annual water year, if the allotment for Colorado- Big Thompson (CBT) project water, which is determined by the Northern Colorado Water Conservancy District, is 50% or greater. North Weld County Water District will restrict the delivery as necessary when the CBT allotment is less than 50%. 1.2 The water to be furnished by the District shall be potable water, which complies with the Federal Safe Drinking Water Act and any other applicable drinking water regulations. No promise or guarantee of pressure is made by the District or is to be implied from anything contained herein. 1.3 The District shall use reasonable diligence to provide a constant and uninterrupted supply of water, except for interruptions due to: (1) Uncontrollable forces; (2)Operations or devices installed for water system protection; (3)Maintenance, repair, replacement, installation of equipment, or investigation and inspection of the water system, which interruption or reductions are temporary, and in the sole opinion of the District, necessary. 1.4 The District shall install and own a meter vault at each individual lot. PASWdhtio, \SbeWidsoaCwilCr ek PUD\W",erServkeApeemen(05.0S-03).doc ARTICLE 2 RESIDENTIAL TAP COSTS AND EXPENSES 2.1 The Developer shall pay the full portion of the construction for water lines within the Development(or that exclusively serve the Development)that will serve the individual taps. The District must approve engineering and construction plans of all water lines before construction. Once the District has approved the final water line construction and installation, in accordance with all District policies and engineering requirements,the District will conditionally accept the water lines by issuance of a conditional acceptance letter(see Exhibit"A"). One year after conditional acceptance of the water lines, subject to final approval by the District, Developer shall dedicate ownership of the water lines to the District. The Developer may use the District's existing water lines to serve the individual taps,if the District determines in its sole discretion,that the water line may be accessed and has available capacity and pressure • to serve the Development. 2.2 No residential water service will be provided to any water tap within the Development until all fees,expenses and charges as determined by the District have been paid and/or water dedicated. The fees,charges and expenses, and/or water dedication shall be as determined and defined by the District and based upon such fees, charges and expenses, and water dedication requirements then in effect. Developer understands that the amount due for such fees,charges and expenses, and/or water dedication are subject to change or modification at the sole discretion of District. 2.3 Pursuant to this Agreement,the fees,expenses and charges for a water tap consist of(1)Infrastructure Enhancement Fee as determined in Paragraph 2.4;(2) raw water or cash in lieu as provided in Paragraph 2.7; (3)Plant Investment Fee as provided in Paragraph 2.5; (4)Mileage Charge pursuant to Paragraph 2.6;and(5) Meter Fee as provided pursuant to Paragraph 2.10. Notwithstanding anything to the contrary herein, payment of all fees,expenses and charges as established pursuant to this Agreement shall be a condition precedent to the District being required to provide water service to any tap within the Development. If the total fees, expenses and charges are not paid,all prior fees,expenses and charges paid by the Developer or any improvements made by the Developer shall be considered as forfeited to the District as liquidated damages as accurate calculation and determination of damages would not be possible. 2.4 The District will be constructing substantial offsite infrastructure enhancements including but not limited to constructing approximately 8,300-Lineal Feet of 8-inch diameter waterline. Such line will be constructed from an existing 8-inch line in Hwy 392 and WCR 29 to the intersection of WCR 70&29,and thence to the entryway of Cattail Creek. The District will also make a connection to the existing 2-inch waterline within the intersection of WCR 70&29. A portion of these enhancements will be attributable to the Development and an Infrastructure Enhancement Fee will be charged to the Developer.The Infrastructure Enhancement Fee shall be solely determined by the District,and for this development said fee shall be the sum of$195,000.00. Full payment of said Fee by the Developer shall be made prior to commencement of construction of water lines that will serve the Development,or the issuance of any residential building permit,whichever occurs earliest. 2.5 The Plant Investment Fee shall be the sum of$7,500.00 times the platted and approved number of lots in this development being nine(9)total. The Plant Investment Fee as determined pursuant to this Paragraph 2.5 shall be$67,500.00 and said sum shall be paid by Developer to District in a single lump sum on or before the 31st day of January, 2004. If the Plant Investment Fee is not paid by this last mentioned date, this Water Service Agreement shall be deemed null and void and the District shall be entitled to keep, as liquidated damages, any sums or fees previously paid by Developer. No portion of the Plant Investment Fee shall be retumed or refunded once P\SubMivsiom\She,aMwo-CamilGeek PW1WaarServiceAgae,ini(05-08O3).doc established pursuant to this Agreement even if the number of lots and/or taps in the Development is later decreased or unsold. However, if the number of lots and/or taps increases beyond the number established in this Paragraph 2.5, Developer will pay the Plant Investment Fee for each new tap within the Development at the rate for Plant Investment Fees then in effect. 2.6 Also, Developer shall pay the Mileage Chargo for each tap in-the Development. The Mileage Charge por tap for this Development is dotorminod to be $32,400.9°and said sum shall be paid to District by Developer in a single lump sum on or before the 31'4 day of March,2003. If the mileage chargo is not paid by this last then-in-effect: 2.7 The raw water requirement shall be met by payment of cash in lieu of the dedication of raw water. The cash in lieu fee for this Development shall be the total sum of$117,000.w if paid on or before the 1'r day of September, 2003. If such sum is not paid by this last mentioned date,the cash in lieu charge shall be paid as part of the tap application as provided in Paragraph 2.10. The cash in lieu sum due at the time of the tap application shall be in accordance with the cash in lieu fee as established by the District and in effect at the time of the tap application for this Development. 2.8 The Developer shall provide the District with security to secure the installation and warranty of water lines within the Development during the one-year conditional acceptance period. Said security shall cover 25%of all costs for construction of said water lines,which shall be released at the expiration of the one- year warranty period and upon full acceptance of the water lines by the District. The type of security to be accepted shall be at the sole discretion of the District which will normally be a letter of credit,certificate of deposit,or bond. 2.9 During the one-year conditional acceptance period the Developer will be responsible for any repairs or maintenance of the Development water line improvements. All such repairs and/or maintenance shall be in accordance with the District policies and engineering requirements,and shall be reviewed and approved by the District prior to any repairs or maintenance being effected except in emergency situations. 2.10 Prior to a meter being set and water service being provided at or for any tap,the Developer or parcel owner shall be required to complete the District's tap application form, pay the Meter Fee, and pay any remaining fees, expenses and charges, if any, (such as cash in lieu), in accordance with the policies and procedures of the District at the time of any tap application,or any other expenses or costs that may be incurred by the District in relation to the Development. ARTICLE 3 FIRE PROTECTION 3.1 Fire protection is a basic provision generally required for development activities in the County for which this Development is to be constructed. The Development may be located within an established fire protection district("FPD")which has its own policies, procedures and requirements conceming fire protection which may be in addition to or supplement any requirements imposed by the County. Developer understands that District is not responsible for compliance with any such FPD or County requirements and such requirements are the sole responsibility of Developer,FPD e:\Subtivoiom\Sbepardsoncattailcteeb PUD\WaWSer ecA&.."."Kos-U&U3)doc and/or County. Developer further understands that District is not required to provide fire flows or even allow fire protection devices, including but not limited to hydrants,water lines, sprinklers, and valves,to be installed, inspected,serviced or provided by District. 3.2 However, as a courtesy and public service, District will permit Developer to install certain fire protection infrastructure pursuant to the provisions of this Article 3 and any other provisions or requirement deemed necessary by District, in its sole discretion. 3.3 Developer shall provide to the District, FPD and County plans and specifications for fire protection infrastructure, including but not limited to location and size of water lines to serve fire hydrants(Tire Facilities"). Said plans shall be in accordance with any specifications and requirements established by District, County and/or FPD. Based upon the plans,the District has determined that Developer shall be required to install separate and dedicated Fire Facilities which are water lines and hydrants separate and apart from the water service lines that provide potable water to the residential taps within the Cattail Creek PUD Development. If Developer is unable to provide adequate or completed plans at this time,the District, in its sole discretion, may subsequently require the Developer to install such separate and dedicated Fire Facilities prior to final approval and submission and/or recording of any final development plan. 3.4 Upon final approval of the plans and designs by District, County and FPD, Developer shall be responsible for installation of the same including all costs incurred by District to review plans, installation,and inspection of the same by District. Upon approval of the installation of all such fire facilities by District,County and FPD, District will thereafter assume the responsibility for effecting maintenance and repairs of such facilities but District will be compensated for such maintenance and repairs, in perpetuity, by Developer or Homeowners Association in the Cattail Creek PUD Development. Additionally, responsibility for all costs of maintenance and repairs shall become a part of Covenants that run with the title to all lots and property within the Cattail Creek PUD Development, and which shall constitute a first and prior lien upon all lots and property in said Cattail Creek PUD Development. 3.5 As a consideration for this Agreement, Developer releases District from any and all liability or claims that may be made against the District concerning lack of water, pressure, maintenance, etc. 3.6 Any final approval of this Development must make reference to the responsibility of the property and owners concerning expenses of maintenance and repairs for the fire facilities pursuant to Paragraph 3.4 ARTICLE 4 EASEMENTS AND RIGHTS-OF-WAY 1.1 As additional censideration for this Water Service Agreement, Developer • ser any-typo. approval by any govommontal authority. P:lSnbansion\ShePrdsooCatlaucrtek PIIDIWak,5ervieeAgeeneegU5-08-03).doc 1 ARTICLE 5 MISCELLANEOUS 5.1 This Agreement is conditional as the final plat of the Development has not yet been approved by Weld County. If the final plat is not approved on or before the 1st day of June,2004,this Agreement can then be terminated by Developer and the same shall be considered null and void. Notwithstanding any language to the contrary, Developer shall be entitled to a refund of 90%of costs and expenses paid pursuant to Article 2. The 10%retention by the District shall be considered as administrative expenses. 5.2 This Agreement cannot be assigned by Developer without the express written approval of District. 5.3 This Agreement shall inure to and be binding upon the parties hereto and their heirs, executors,personal representatives, successors and assigns. r P.lSubdi,isbnlShpardsuo-CamYCrtek PUD\Wak servweAganeui(05-0&-03)doc IN WITNESS WHEREOF,the parties have executed this Agreement the day and year first above written. DEVELOPER: By: �.. • DISTRICT: ATTEST: NORTH W LD COUNTY WATER DISTRICT By:.9 ai teee. By: Sea tary Presi ent STATE OF COLORADO ) --JOy�s`11 COUNTY OF ) fy�:'Otagi;oy, , he foregoing instrumMs acknowledged before me this da' oft a ' • by 1 /. u !/7CT 0, a O•.'of q�y Developer. '..•gl\ ; •Po FOF GOO a--' Witness my hand and official seal. ``.�._ �l� /a&Oo IMcammssionEpYee&vA09 My commission expires: Notary Public STATE OF COLORADO ) )5s. COUNTY OF WELD The foregoing instrument was acknowledged before me this i n day of M"3 5.0.03 by G—rt C Sf.r.•)stn as President and (1ab{r' A cr. as Secretary of North Weld County Water District. Witness my hand and official seal. My commission expires: o 9 - a4—o Cam_ rt oNotary Public i • t1OTAR• y'; �r c \▪ PUBLIC,8 ..... F Cep•- P:,SubJrvuom‘ShpardwocamjICteet PUMWaer5'm'eNgrteneug05-0803]doc DEC-08-2003 M0N 04:40 PM FAX NO. P. 02 TETRA TECH RMC December 8,2003 Mr. George DuBard c/o Todd Hodges Design, LLC 2412 Denby Court Fort Collins,CO 80526 Re: Raw Water Supply for Cattail Creek Dear Mr. DuBard: As requested,I am providing this statement of legal and physical availability of water available to the proposed Cattail Creek P.U.D for use as irrigation. Cattail Creek Group, LLC(Cattail Creek)owns 180 shares of stock in Wood Lake Mutual Water& Irrigation Company(WLMWIC)and 3.75 shares of stock in the Larimer&Weld Irrigation Company(LWIC). It is proposed to utilize 20 shares of WLMWIC.and 0.5 shams of LWIC for irrigation of the proposed eight residential lots at Cattail Creek. The remaining shares owned by Cattail Creek will be utilized to irrigate approximately 100 acres of land under center pivot irrigation. Cattail Creek proposes to deliver both the WLMWIC and LWIC water to the proposed residential lots through an existing irrigation lateral,commonly known as the East Lateral. Cattail Creek owns 40 shares of stock in the East Lateral,which is more than adequate to convey 20 shares of WLMWIC and 0.5 shares of LWIC through the East Lateral. Water delivered to the center pivot will be made through the South Lateral,within which Cattail Creek owns 140 shares. Conveyance of Cattail Creek's irrigation water to the proposed residential lots will made almost entirely through existing infrastructure,including 3,800 feet alined channel and 4,200 feet of underground pipeline. Approximately 700 lineal feet of new pipeline will be constructed to close a gap in the existing conveyance system and provide a means for delivering Cattail Creek's raw water from the East Lateral to the proposed residential lots for use as irrigation. Please refer to my letter report,dated April 15, 2003, for more detailed information regarding both the water rights and the physical delivery system. Sincerely, Tetra Tech RMC /14,.‘ Douglas C. Seely,P.E. Water Resources Engineer Moo S.Sorel Sueet.Swift I I-.I.nnymoaL CO 80C0 Tel 181772 5282 Fax 303 665 695v G\4542 00l.des\Rapert'Summary_Rep.tc wwentrnc.com lbTETRA TECH RMC May 12, 2003 Mr. George DuBard Cattail Group, LLC 304 Immigrant Trail Windsor, CO 80550 Re: Raw Water Supply System Evaluation Dear Mr. DuBard: Pursuant to our proposal dated January 17, 2003, I have completed my evaluation of the proposed raw water supply system at the Cattail Creek P.U.D. This evaluation is based upon my site inspection of the property and delivery facilities and also upon information provided by Mr. John Shepardson and your contracted planner,Todd Hodges Design. This letter report provides a summary of my observations and conclusions. OVERVIEW The subject Cattail Creek P.U.D. is located in Section 9,Township 6 North, Range 66 West of the 6`1 P.M.,Weld County, Colorado. The property includes a total of nine lots, eight of which are residential lots of approximately four acres each and one that is approximately 115 acres within which 103 acres is irrigated by a center pivot sprinkler system(see Figure 1). The gross area of the entire property is about 161 acres. It is proposed to irrigate the property with native water rights that have historically been utilized for irrigation purposes on these same lands. It is proposed to improve the existing irrigation delivery system to provide a means of delivering water directly from Woods Lake to the proposed Cattail Creek residential lots. The proposed improvement includes approximately 700 lineal feet of new pipeline that will connect an existing system of canals and pipelines. WA TER RIGHTS Cattail Creek Group, LLC owns 180 shares of stock in the Wood Lake Mutual Water& Irrigation Company(WLMWIC) and 3.75 shares of stock in the Larimer&Weld Irrigation Company. These shares were acquired from Shepardson Farm and historically irrigated the Cattail Creek property. It is proposed to utilize 20 shares of WLMWIC for irrigation of the residential lots and the remaining 160 shares will be utilized to irrigate approximately 103 acres of land under the center pivot. 1900 5.Sunset Street,Suite 1-F,Longmont,CO 80501 Tel 301772 5282 Fax 303.665.6959 wwwttrmc.com lb TETRATECH RMC ri---s Mr. George DuBard May 12, 2003 Page 2 The Wood Lake irrigation system includes two irrigation laterals (East Lateral and South Lateral) as shown on the attached Figures 1 and 2. Catttail Creek Group, LLC owns 40 shares of stock in the East Lateral and 140 shares of stock in the South Lateral. During times when maximum deliveries are being made through each lateral, Cattail Creek would be allowed to run a maximum of 40 shares of WLMWIC through the East Lateral and 140 shares of WLMWIC through the South Lateral. The 40 shares of ownership in the East Lateral is more than adequate to convey 20 shares of WLMWIC to the proposed residential lots. The following table summarizes the share ownership in WLMWIC and ditch laterals. Cattail Creek Group Total Residential Center Pivot Lots Irrigation Wood Lake Mutual Water&Irrigation 180 shares 20 shares 160 shares Wood Lake East Lateral 40 shares 40 shares - Wood Lake South Lateral 140 shares - 140 shares Larimer&Weld 3.75 shares 0.50 shares 3.25 shares Historical records of water deliveries from the Wood Lake system are limited and a detailed analysis '" of the expected yield of the water rights has not been performed. However, it is our understanding that the original allocation of Wood Lake shares was performed such that a single share of WLMWIC was adequate to irrigate a single acre of land by means of flood irrigation. Utilizing this general assumption, 20 shares of WLMWIC should be adequate to irrigate 20 acres of land growing a typical agricultural crop such as alfalfa or corn. The eight proposed residential lots have a gross area of approximately four acres each. It is estimated that an average of three acres per lot will be irrigated in addition to 7.2 acres of open space area, resulting in a total irrigated area of 31.2 acres at the residential area of Cattail Creek. The resulting ratio in WLMWIC shares to irrigated acreage is 0.64 shares per acre (20 shares/ 31.2 acres=0.64 shares per acre). The proposed residential lots at Cattail Creek will require irrigation water for purposes of maintaining the growth of native grass at each lot and within the open space areas. The irrigation water requirement for maintaining native grass is much lower than that for a typical agricultural crop. An irrigation application of 3.0 feet is typical for most agricultural crops irrigated by means of flood irrigation. Therefore, it is expected that the irrigation water supply in the amount of 0.64 shares per acre should provide about 1.9 feet of application,which is an adequate supply for irrigation of native grass in the residential area of Cattail Creek. It is proposed to utilize 160 shares of WLMWIC to irrigate approximately 103 acres of land under the center pivot sprinkler on the Cattail Creek property. The160 shares of WLMWIC and 140 shares in the South Lateral should provide a more than adequate water supply for the irrigation of typical agricultural crops under the center pivot, including corn, alfalfa, and other crops. r ltTETRA TECH RMC Mr. George DuBard May 12, 2003 Page 3 DELIVERY SYSTEM Water has historically been delivered to the Cattail Creek property through both the East and South Laterals of the Wood Lake irrigation system. It is proposed that future deliveries to the center pivot are made through the South Lateral,just as they have been during the last two irrigation seasons. It is proposed that future deliveries to the residential lots are made through the East Lateral. Deliveries into the East Lateral are made through a pumping facility located at the south end of Wood Lake. Water flows by gravity from reservoir storage into a pump sump located near the southeast abutment of the dam. Two vertical turbine pumps are mounted within the sump and discharge into the East Lateral. The combined capacities of the two pumps exceed the capacity of the East Lateral; the pumping system includes redundancy that improves the reliability. From the pump system to Weld County Road(WCR) 29, the East Lateral is a concrete lined open channel that travels in a southeast direction for a distance of approximately 3,800 feet. At the west side of WCR 29, the lateral transitions into an underground pipeline that continues under the road and toward the east. The pipeline then travels in a southward direction to an existing concrete control structure. From this point, it is proposed to install approximately 700 lineal feet of new 10- inch diameter pipeline. The new pipeline will convey water from the control structure to an existing 10-inch diameter pipeline as shown on the attached Figures 1 and 2. From this point, the existing pipeline will convey water to an existing concrete lined irrigation channel that is located along the west edge of the proposed residential lots. The new pipeline will bypass the concrete control structure located at the downstream end of the proposed new pipeline. The raw water supplied to the concrete lined channel along the west edge of the residential lots will be utilized to flood irrigate the residential properties and open space areas. It is emphasized however, that an independent sprinkler system using potable water sources will be utilized to irrigate any turf grass immediately surrounding the residential structures. It is recommended that the residential lots be graded such that adequate drainage is provided away from all structures including homes, garages,barns, and septic systems. For lots 5 through 8,the raw water will be delivered directly from the existing concrete irrigation channel to the property. For lots I through 4, the water will likely be conveyed from the concrete channel through the open space area, between lots 5 and 6, and into a new irrigation lateral traversing the west side of lots 1 through 4. It is important that adequately sized culverts are installed at each driveway and under the access road to ensure proper drainage and conveyance of irrigation and storm water. ltTETRA TECH RMC Mr. George DuBard May 12, 2003 Page 4 SUMMARY The Cattail Creek Group, LLC owns 180 shares of Wood Lake Mutual Water& Irrigation and 3.75 shares of Larimer&Weld Irrigation Company. Shepardson Farm previously owned these water rights. The water yielded from these water rights has historically irrigated the lands within the subject Cattail Creek P.U.D. It is proposed to utilize 20 shares of WLMWIC and a raw water irrigation system to irrigate the proposed residential lots within Cattail Creek. Approximately 700 feet of newly constructed pipeline will be installed in order to deliver the water directly from the East Lateral of the Wood Lake Mutual Water& Irrigation system to the proposed residential lots. The water rights and proposed delivery system will provide an adequate irrigation system to maintain the growth of native grasses at the proposed residential lots. The remaining 160 shares of WLMWIC will be utilized to irrigate 103 acres under the center pivot sprinkler on the Cattail Creek property. The water delivered to the center pivot will made through the South Lateral and it is expected that these water rights will provide an adequate irrigation water supply for the growth of agricultural crops. The water rights will be used only on lands historically irrigated with these same shares and therefore,no expansion of use of these water rights will occur as the result of the Cattail Creek development. If you have questions or require additional input,please contact me. Sincerely, Tetra Tech RMC twiLl Douglas C. Seely, P.E. Water Resources Engineer Attachments cc: Anne Best Johnson(6 originals, 24 copies) G:k1542_O01.des\Report\ etter_Rep3.doc • 1• J R • Ii tBTI, \ '\ WOODS LAKE { (/r a • � I • �I /� ' U '83 836 X1i)l'$78 .........0.Y/ �' / s rc _` y' �l t O it mac,_:.. i H401.4) r 1 &:\%\s'--1-1- •<—"`� AST TERAL 1 � • N. IIK,J LINED DITCH ----..)c-- ., .,. . _ - 2 D • 72 t ` iry �� 4 • tii .o. .� ate, • `• aS a 4 •UTH �'TERA I •• ti EXI-I NG 10"/ '0 \ r • a PVC CONC �; PIP ,' r 4. ABANDONE� I - _ CONCRETE i �� ONTROLBOX `� • rt:n.a— SS WITH 1 `r-_ � N C VOA if • • s'� ONTROL BOX E ISTIN� 0 1J / 1...\ -. p PIP ELI E t/ FLA pa!, ct , J.1 ... .... .. ... • ' .. ••••••••••••••••••• „rFUTUR:;J �� ► ! .i c, ..--)N k\ ;i \si, IPELIN:;;� L� : . \\A RESI• N fcn t OTS 4 .• 1/ N .. • f .'�'LOT 5 '-..,\ND t; . 8 ``, ' _ PR(` PERTY ' T \b \ ```*� i I _BQUNDA Y LOT i n �, j �` r:. \ . LOT Z:. \ , - c : .. :. LOT 8 - • � �-\ • _ 4• •F • ' _ • .:..11 LOT — • W r •-ti `s i, _ 0 0 • f /f \ t , ( !� • /'r LEGEND NORTH DITCH ii CATTAIL CREEK a RM.. EXISTING PIPE -„-,�-��-„-.•--- RAW WATER DELIVERY SYSTEM FIGURE: (GENERAL LOCATION MAP) FUTURE PIPE SCALE In = 1000' SECTIONS 5, 8, & 9, T6N, R66W 1 p,„„ — " V -b.4 � �� 'd+, Y it Ni f ■ } ..p--7 w rij":4L.�-. L- ---1,:# ‘71:1:+.„, � u 6. M a °' :- J*- x "q m•' CAI ki '�+—'{CCYt m r f` x,t\ . 4., t Ts zti a X i6 t)3. * F' a pC � p • xm i y . xa t4 °�a. S , `�' 4 r' �i ' ' _ l^ ¢ gam` :, 4, rz , A ' h _ ,. I a : i .w� . a vW 4 b* V 5f ms z LEGEND lir ------ 4 ` c ,. DITCH •3 ': v Ev X .. • .F .. q a} kk EXISTING PIPE - - -..- -..- - A If i ,^, y FUTURE PIPE I. + ... •-- s ti ' NORTH ii ..• i ..y 4. q (` ,� � �. i a SCALE 1" = 1000' y "7, € t a 15t _.•, FS „ 'n } CATTAIL CREEK © RML RAW WATER DELIVERY SYSTEM FIGURE: (AERIAL PHOTO) SECTIONS 5, 8, & 9, T6N, R66W Hello