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Home My WebLink About20000924.tiff WATER SERVICE AGREEMENT THIS AGREEMENT is made and entered into as of the _,z-5 day of 164 , _R �co , by and between the North Weld County Water District, acting by'and through the North Weld County Water District Enterprise (hereinafter "District'), and James and Bonnie Bates, the developer of(OD J14'w, (+e's i , (hereinafter "Developer"). RECITALS WHEREAS, the 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 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; and 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 agrees to furnish an adequate supply of water for a total of 5-five taps. 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 2000-0924 1 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 opinion of the District necessary. 1.4 The District shall install and own a meter vault at each individual lot. ARTICLE 2 COSTS AND EXPENSES 2.1 The Developer shall pay the full portion of the construct on of water lines within the development that will serve the individual taps. The Distric must approve engineering and construction of water lines. Once the District has approved the water line construction the District shall obtain ownership of the water lines. The Developer may use the Districts existing water lines to serve the individual taps, if the District approves that the line is accessible and has available capacity to serve the development. 2.2 The Developer shall pay the appropriate portion of any line extension needed to deliver water to the development (See Exhibit A). The Developer shall meet all requirements of the District as specified in Exhibit A. 2.3 The Dovolopor shall also bo roquirod to pay the Plant Investment Fee portion of the "tap fee" which shall be determined by the it of lots within tho dovelopment timos tho Curront Plant Invostmont Foo. Tho Plant Investment Fee shall be the rate that is in effect at the time payment is made. This amounL shall be paid before construction of water lines will commonco. Tho plant invostmont foos aro appliod to each lot in the development and are non refundable and non rebateable. Refer to the Board of Directors' June 11th, 1999 Resolution. 2 IN WITNESS WHEREOF, the parties have executed this Agreement the day and year first above written. " Developer" Attest: NORTH WELD COUNTY WATER DISTRICT Secretary Presiders / "District" "District" STATE OF COLORADO) ) ss. COUNTY OF WELD ) The foregoing instrument was acknowledged before me this ;-21. day of ") i r", _ , 19!Z by / c>"�,ti�c /3C. ..,"' as Developer. WITNESS by hand and official seal. My commission expires: ci)..5/,a o o C.,-rTy aJtr•-• INN�---- Notary Puolic STATE OF COLORADO) ) ss. COUNTY OF WELD ) The foregoing instrument was acknowledged before me this 24 day of January 19 00 by Robert Arnbrecht as Secretary of North Weld County Water District. WITNESS by hand and official seal. My commission expires: 9/25/2002 Notary Public 3 EXHIBIT A North Weld County Water District shall provide water service to the development, after the Districts existing 20-inch is tapped by North Weld County Water District. The Developer shall be required to pay $3,000.00 for such construction. The Developer has met the Districts requirements for the Plant Investment Fee(s) and the Raw Water Requirements. Total Engineering Service, Inc. 'E 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 January 28, 2000 Ms. Pam Smith Environmental Protection Services Weld County Health Department 1555 N. 17th Avenue Greeley, CO 80631 Re: Engineer Designed Septic System Jim Bates Coalbank Crest Subdivision Lot 2 Dear Pam: Please find enclosed data pertaining to percolation tests performed for Individual Sewage Disposal System(I.S.D.S.) for the Coalbank Crest Subdivision. Horizon Construction Services, LLC (HCS)performed percolation. (See attached summary). 7'he average percolation rates ranged from 25.6 to 160.0 minutes per inch. The County Planning has requested Mr. Bates provide leach field sizes for each individual lot and show there is adequate room to install two fields in each lot. It does not make sense to design each leach field until each homeowner determines the number of bedroom home they desire. Therefore, we have designed one system with the worse soil conditions to determine the size of the leach field. Lot 2 has an average percolation rate of 160.0 minutes per inch with groundwater encountered at a depth of four feet and three inches(4'-'3"). The average percolation rate does not meet the County regulation rates for a standard system. An engineer-designed system will be required due to the percolation rate and limiting zone. The system has been sized for a three bedroom single family residence. The house is designed to use a 1000-gallon two-compartment septic tank. The effluen: from the tank will go into a distribution box and be distributed into a 3849 square foot combination bed using 63 high capacity Infiltrator® units. The system was designed using the water balance method and can handle the flow. See enclosed calculations. EXHIBIT Totals Engineering Service, Inc. E 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 Ms. Pam Smith January 28, 2000 Page Two The following criteria must be met: The combination bed will be constructed with high capacity 11-10 Infiltrator®units spaced six feet apart (see drawing) and installed in accordance to the manufacturer recommendations. Wicking sand will need to be placed between the units and a minimum of twelve inches over the units. A minimum of six inches(6") of native topsoil material will then be placed over the wicking sand. The system will need to be mounded so the bottom of the infiltrators will be at the existing surface. A minimum of a 3-mil plastic liner will be installed around the combination bed from the top of the wicking sand to one foot below existing grade. The Engineered Designed System was designed in accordance to Weld County Individual Sewage Disposal System Regulations. The owner will have to meet the required distance criteria as shown in Table II in the Weld County Regulations, enclosed. The Individual Septic Disposal Systems for each home should be designed on a lot by lot basis at the time each homeowner determines the number of bedrooms they wish to construct. I hope your Department will view the design favorably and issue a permit for Lot 2 of the Coalbank Crest Subdivision. Sincerely, TOTAL ENGINEERING SERVICE, INC. (-Ote 4I1' h TomCope, P.E.President :9 • � i8 Jim Batz Joy• cc: 00-09eS �i�'°F '/OW �su�E`��`\\ Total Engineering Service, Inc. /E 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 COALBANK CREST SUBDIVISION PERCOLATION DATA SUMMARY Percolation Lot Rate No. (mpi) 1 133.3 2 160.0 3 66/ 4 60.0 5 25.6 1 PLASTIC LINER REQUIRED 3 MIL MINIMUM REQUIRED. NOTE INSTALL MIN. 63 H—i0 HIGH CAPACITY INFILTRATOR UNITS IN ACCORDANCE i7 TO MANUFACTURER FSCOMMENCIATIONS. IN‘X C i I I I 11 I I I I _Distribution N ® Box EIIIIIIII 1� tOCO Gall onZ C I I I I I I I I ^ Septic Tank in C I i i i I I i i i { ) iii.— FROM HOUSE CO rd C i I I it i i i I �T r i i i i"—►• i i i �..j C i i i i i I I I I d a 0 62.25' MIN 1e` PLAN - I NTS `° S y Ste v —.. v'-- \\\ \\\ \' Z 0 Finished Grade 5 Z Z Y Y tV §N \RIser Rings , — 12- max backfrl p• over opening cover it nu of manholes wawa. 3 mil EXISTING _ II Plastic . 'T GRADE / Liner Inlet Plastic sweep -r Went ' a \ ` `-or Baffle ekym nyat „� .rscum mgt Invert r '� r�x� v -c t� r r ,-'q �•• II?Lis 715-15:1-2z25-ti?,17,757,...r1 �� yJ xw r Water Level ' f I Outlet 14- ow lr Cross >x j T Over Tank 5 j ~-dlNdef Sludge —7 Sludge x /�/ vh SEPTIC TANK LIMITING ZONE A-A' NTS NTS / oolosSEP / SEPTIC SYSTEM COALBANK CREST SUBDIVISION - LOT JIM BATES , ) DATE: 1 //27/00 SCALE: 0 Total I=n9ineering Service, Inc. JO- 109 NTS © NNN/VNNNNNN NNNNN NNN PROJ. N0: Art 3310 STATE STREET EVANS, COLORADO 80620 DRAWN BY: T.M.C. SHEET 1 (970) 339-5215 CHECKED BY: T.M.C. OF 1 2 Total Engineering Service, Inc. E 444 S. 2nd Street • LaSalle, CO 80645 • (970) 284-9240 CALCULATIONS INDIVIDUAL SEPTIC DISPOSAL SYSTEM Coalbank Crest Subdivision —Lot 2 ESTIMATED FLOW 3 Bedrooms @ 2 people/Bedroom = 6 6 People @ 75 gpd/Person = 450 gpd Maximum Daily Flow = 675 gpd SEPTIC TANKS (675 gal/day)(day/24 hrs)(30 hr Req. Det.) = 844 gal. USE: 1000 Gallon Tank Project Name: Coalbank Crest Subdivison -Lot 2 Project Number: 00-109 Number of infiltrators: 63 Volume per infiltrator: 16.3 cubic feet Volume in infiltrators: 1026.9 cubic feet Number of rows: 7 Number of infiltrators per row: 9 Area in bed: 3849.1 square feet Depth of sand: 2.3 feet Volume in bed: 8968.5 cubic feet Volume of sand: 7941.6 cubic feet Ratio of Effective vol. In sand: 0.16 Useable volume in sand: 1270.6 cubic feet Total Volume in system 2297.5 cubic feet Project: Coalbank Crest Subdivision -Lot 2 Project No.: 00-109 Average Daily Flow 450 (Gal/Day) Bed Area (S.F.): 3,849.1 Affective Bed Storage(C.F.) 2,297.5 Max Absorption Rate: 0.10 (Gal/SF/Day) INFLOW OUTFLOW Days Per Net Net Absorption Absorption Month Infiltration Infiltration Effluent Effluent Rate Rate E.T. E.T. (In.) (C.F.) (Gal) (C.F.) (Gal) - (C.F.) (In.) (C.F.) January 31 0.58 186 13,950 1,865 11,932 1,595 0.50 160 February 28 0.93 298 12,600 1,684 10,777 1,441 0.46 148 March 31 1.5 481 13,950 1,865 11,932 1,595 0.69 221 April 30 2.05 658 13,500 1,805 11,547 1,544 1.18 378 May 31 2.86 917 13,950 1,865 11,932 1,595 2.09 670 June 30 1.86 597 13,500 1,805 11,547 1,544 4.67 1.498 July 31 2.45 786 13.950 1,865 11,932 1,595 8.25 2,646 August 31 1.76 565 13,950 1,865 11,932 1,595 2.53 812 September 30 1.76 565 13,500 1,805 11,547 1,544 3.62 1,161 October 31 '1.1 353 13,950 1,865 11,932 1,595 2.04 654 November 30 1.02 327 13,500 1,805 11,547 1,544 0.72 231 December 31 0.71 228 13,950 1,865 11,932 1,595 0.61 196 INFLOW SUMMARY OUTFLOW SUMMARY Net Absorption Required Cumlative Bed Infiltration Effluent Rate E.T. Storage Storage Storage (C.F.) (C.F.) (C.F.) (C.F.) (C.F.) (C.F.) r/o) January 186 1,865 1,595 160 295 295 13% February 298 1,684 1,441 148 394 690 30% March 481 1,865 1,595 221 5:30 1,219 53% April 658 1,805 1,544 378 540 1,760 77% May 917 1,865 1,595 670 517 2,276 99% June 597 1,805 1,544 1,498 1,636 71% July 786 1,865 1,595 2,646 "- 45 2% August 565 1,865 1,595 812 23 68 3% September 565 1,805 1,544 1,161 (33'5) 12% October 353 1,865 1,595 654 (:.-) 13% November 327 1,805 1,544 231 357 58 3% December 228 1,865 1,595 196 302 360 16% Tab, 'l Table of Minimum Horizontal Dist}—es in Feet Between Components of a Sewage Disposal System and Pertinent Ground Features co mvto '0 tv rtr for c+ •-t- r c -i -u -nc -1 ton c -a -, ft) -1 ,-r -•. Cu • 7 7• m 7 .••• m Cr -a. J Cu 'O -• .a• 0 7 J J O o 7 --• N n -+ -• -• CD 1n 7 et < 0 7 m a m 7 7 m -• 7 n et -•. r t"0 o _a C r+ �• t< J a a a J o m J CD N -1 • CD 1n n 0 -n -0 V1 CD o1 -• 'S CD -I t0-0 7 J G -0Z m (n Ot< ma OOP a CD J to c+ O -1 oP O < -. C 7 m < r+ �• --I .I N C 7 J N c+ Q err W O 3 -+• 7 (n -1 co o in r 7 a •-c m in m •m -0 -1 -floc m m 7 to -•• N 77 rt 7 0 l C 9 0 J 7 V1 CT 7 a 7 m m It rf -1 • r+ 'V • 0 m n - '1l m m -c • 0 a 1 -1, -s as A -•.C 7- m c-Ft- 9 N Cu HOP -5 V O+ -• '1 • to m CII G N m n n. J rt Mc* -11 N 1 Cu C 1 c�• Q'0 ...P .N.)r+ m -• CI... s d �+ • CD -• '4 J 7' < 7t' m rt y N >• C d o. t< J N Cu CD 7 rt I I -s a Springs, Wells or Suction Lines 50 50 50 60 60 100 100 100* Potable Water Supply Lines 10 10 10 10 10 25 25 25 Cistern 25 25 25 25 25 25 25 25 Dwelling or Occupied Building 0 5a 15 15 15 15 15 20 Property line 0 10 10 10 10 10 10 10 Subsoil Drains 10b 10b 10 10 10 25 25 25 IV t'' Lakes and Ponds 50b 506 25 25 25 50 50 100* Intemtittent Streams, Streams 50b 50b 25 100e 100e 100 50 100* or Irrigation Ditches (c)(eXf) Swale or Gully, Dry Gulch (dl(e) 10b 10b 10 10 10 15 15 25 NOTE: The minimum distances shown above shall be maintained * Add 8 feet additional distance for each 100 gallons per day design • between the system components and the ground features described. flow over 1000 gallons per day. The high water line on lakes & ponds Where geological or other conditions warrant, greater distances may be shall be determined by the change from aquatic vegetation and/or required. noticeable water line. a. Components which are not watertight should not extend into e.The Department may allow a lesser distance for fully lined systems in anticipated root system or nearby trees. Distance shown shall not instances where the flood zone is not a factor or consideration. apply to treatment plant. f. The Department may allow lesser distances which meet State b. Crossings may be permitted where pipelines are constructed of guidelines where irrigation ditch laterals not serving as public water sufficient strength to contain flows under pressure. sources and where such lesser distances would not cause pollution or c. Waterway or stream is defined as a feature which drains a watershed be detrimental to the septic system. greater than one square mile. g. Utility and highway agencies may have easements not listed above. d.Swale or gully is a narrow ravine or shallow depression which carries water after a period of precipitation to include snow runoff and has limited water sources and a drainage basin of one square mile or less. January 20, 2000 Mr. Trevor Jiricek Director Environmental Protection Services Weld County Department of Public Health and Environment 1517 16th Avenue Court Greeley, CO. 80631 Re: I.S.D.S. Percolation Tests Jim Bates Lot 2 Coalbank Crest Subdivision Weld County, CO PIN #: Pending Dear Jeff: Please find enclosed the data pertaining to the percolation test performed for an Individual Sewage Disposal System (I.S.D.S.) for the above referenced site. The percolation test was performed by Horizon Construction Services, LLC (Horizon) on January 16, 2000. The average percolation rate was found to be 160.0 minutes per inch and is summarized on Table No. 1. The average percolation rate did not meet the County regulation rates for a standard system. A limiting zone of groundwater was encountered at the site at a depth of fou^ feet three inches (4'- 3"). See attached Soil Profile. It is our recommendation that an engineered designed septic system be required in accordance to the county regulations for the above referenced site. The Weld County Health Department retains the final approval authority for all I.S.D.S. evaluations. Your permit should be reviewed entirely prior to any construction of the I.S.D.S. Please contact me if you have any questions concerning this matter. Sincerely, HORIZON CONSTRUCTION SERVICES, LLC Reviewed by: Shawn Stille, LIT Thomas Cope, PE HCS Job#200003 TABLE NO. 1 PERCOLATION DATA SUMMARY FOR PROPOSED BATES LEACH FIELD, LOT 2 Percolation Percolation Bore Rate No. (mpi) 1 160.0 2 160.0 3 160.0 4 160.0 5 160.0 6 160.0 Average 160.0 HORIZON CONSTRUCTION SERVICES, LLC • SOIL PROFILE Percolation Test Lot 2, Coalbank Crest Subdivision —_ ≥rcn ---- X.: Weeds and Clayey Sandy Topsoil --- gr j^ Brown Clayey Sand --- 10" 15' Water was detected in the — ---- borehole at a death of 4'-3"HORIZON CONSTRUCTION SERVICES,LLC. 2 Bates Subdivision t NOPTI I Lots r 177' + ' I O6O3 t John Bates Proposed Leach Fields NI.I/4 of the NE 1/4/4 of Section 33, t T7N.I266W of the 6th PM 173 Weld County,CO Approrimatcly 0.14 miles to WCR 76 -- - — — -- _ --- From Lot 5 Leach Field Lot 4 6 4 4 o602o 1`6°3 t 173' 0 Lot 3 4' < WCR 31 rn0 4 '5'.- clo3 t 207' I.ot 2 1,,003 u 4 ' Mag 18.00 107' . Tue Jan 18 15:13 2000 Scale 1:1953(at center) Lot 1 I 1 3 200 Feet 4C'5)6 50 Meters I-- I Local Road Primary State Route RAI e/Canal I ¢R I L Ilonion Construction Services.1 I t DeLmme_ Slmet Atlas USA ' Hello