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pitkin.eh.246513200014 (2008)
Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. � (iTKIN COIF I\ T� Permit #: 08065 WASTEWATER TREAMPENT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID #: 2465-132-00-014 Permit Issued: ®NEW []REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY []AMENDMENT Owner(s): Grace Church of the Roaring Fork Valley Property Address: 1776 Emma Rd Legal Description: Sections 12 & 13 Township 8 S Range 87 W 6th Principle Meridian Size of Lot: 18.55 t Acres Size of Building: 8,600 Sq. Ft. Detached Accessory Unit: OYES ®NO Size of Accessory Unit: IfIs system is designed for: MAIN CHURCH (193 seats @ 10 gallons/person/day) Designed By: Gamba & Associates, Inc Project #: 03448-04 Phone #: 970-945-2550 X206 Sq. Ft. Dated: July 16, 2008 Mailing Address: P.O. Box 1458 Glenwood Springs, CO 81601 Fax #: 970-945-1410 Email Address: Perc Rate: 43 mpi Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: >8 ft Minimum Tank Capacity: 3619 gallons Minimum Absorption Area: 2658 sq ft w/ 50% reduction Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system will consist of one 3250 single compartment tank followed by one 2500 gallon two compartment tank with an effluent filter on the outlet of the first compartment and an Orenco pump in the second. Effluent will be pumped to a manifold serving 11 trenches. Each trench will have 25 Quick 4 gravelless chambers, for a total of 275 chambers. The well must be at least 252 feet from the absorption field. No other future systems on this property may be placed within 252 feet. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturers recommendations and the requirements of the Pitkin County OWTS Regulation. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built' drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: [- r Date: 4A Expires: ,% Installer: ` YQ r.5� bYYI �#r� U License #: ()0/ Reactivation Authorized by: Fee Approval Issued ByL JDate: New Expiration Date: ped , cor.. �J\ cfJq I I/ IZ Of -�o ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CEH:/": CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 • Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel IDN (available from the Pitkin County Assessor's Office 24655-132-00-014 - - 970-920-5160 or at wmw.oitkinassessor.orc): City, State, Tip: Glenwood Springs, CO 81601 Purpose of Permit: Q NEIN ❑ REPAIR DUE TO FAILURE ❑ REMOOEL/ADDIfION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Email Address: tcpage@gambaengineering.com Septic System - $50,000 estimated cost. Building Cost: $1.2 -Million Proerty_Address: 17/6 Emma Road, Basalt, CO 81623 Lot: Block: Filing: Subdivision: Sections 12 & 13 Township 8 South Range 87 West 6th Principle Meridian Property Ownegs)': Email Address: Grace Church of the Roaring Fork Valley alexroof@sopris.net Owners Mailing Address: City, State, Zipp: 204 Park Avenue Basalt, CIJ 81621 Home Phone: Business Phone: Cell Phone: (970) 379-1286 (970) 927-3647 'Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (If not owner): T. Carter Page, P.E. Company: Gamba & Associates, Inc. Contact/Applicant Mailing Address: P.O. Box 1458, 113 9th Street, Suite 214 City, State, Tip: Glenwood Springs, CO 81601 Cell Phone: (970) 948-3149 Business Phone: (970) 945-2550 Extension 206 Fax Number: (970) 945-1410 Email Address: tcpage@gambaengineering.com Building Permit N (if applicable): Submitted, pending, number will be: 005.2008.PCBK Lot Size in acres): 18.55 Acres +/- Size of Building (square feet): 8,600 square feet - Main Church Building Number of Potential Bedrooms: NONE - Church, With seats for 193 people. Detached Accessory Unit? ®YES ®NO x N%Ae of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: N/A Water Source: ❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ ODMMUN1Ty/PUBLIC WATER sysTEm Name of Community/Public Water System (if applicable): N/A Engineenn Firm: Job Number: Gamba g Associates, Inc. 03448-04 Phone Number: Fax Number: (970) 945-2550 Ext. 206 (970) 945-1410 MailingAddress: City, State, Zip: P.O.ox 1458, 113 9th Street, Suite 214 Glenwood Springs, CO 81601 PLEASE READ BEFORE SIGNING: I cartffy that the above Information is complete and accurate and that I have provided complete and accurate Information In all of the documents Included in my application package. 1 acknowledge that EH/NR may revoke any permit I am issued If my application Is found to contain any Inaccurate, false, or misleading information. I underslMMBlA MQ9pstructlon may be undertaken on an OWLS until an OWLS Construction Permit Is issued. =P �G&C-Cctiv nt Signa - Date: �j �j'4; A •' > ; July 15, 2008 DVIV.`AICYYAJICYYAICK IKCAIMCIVI JfJICM(VVVIJ) =NRCONSTRUCTION PERMIT APPLICATION CHECKLIST 0405 Castle Creek Road, Suite 10 • Aspen, CO -81611 Phone: 970.920.5070 Fax: 970.920.5077 application package must be presented at the time Of Your pre -application Conference for acceptance. To schedule a pre -application conference, please call 970-920-5070. PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION Only one copy of each item is necessary. OWTS Construction Permit Application (completed) Site Plan & Engineer Design Z'4 U**r, or submitted electronically to ehnKdco.oitkin.co.us when scheduling the pre -application conference. V to 20' 0 ce2le Is must be stamped by a Professional Engineer (PE) licensed in the State of Colorado, and must conform to the requirements of the Pitkin County OWTS Regulation which can be obtained online at htt :/lwww.as en itkin.com/ fs/de is/12/isdsre df. Site plan must include locations of existing wells, percolation tests, proposed/existing buildings, property lines, ditches, water lines, sprinkler systems, springs, irrigation lines, drinking water cisterns, drain tiles, water bodies, wetlands, riparian areas, floodplains, dry gulches, and existing OWTSs. Site plan must include topographic information depicting 2' contour intervals. Pertinent physical features on neighboring properties must also be included if within setbacks to the proposed � � OWTS. jzL Soil Testing Notification & Report (must be provided by a PE) This Department should be notified when soil tests are conducted. A 2"- 4" perforated PVC pipe should be placed in the dReit profile hole for monitoring purposes. Report must include percolation test results and the soil �profile evaluation. Buildin Floor Plans �iQOf/ �lT 2)4er In t=2=7br submitted electronically to ehnreco.oitkin.m.us when scheduling the pre -application conference. Land Use Approvals & Other Relevant Permits & Approvals ��r7 LLy [l!f Recorded Site Plan that designates approved envelope(s) for development. If the property is exempt from this requirement, please have a Community Development Planner email ehnr(@co.oitkin.co.us with confirmation of the exemption. [`Copies of all land use approvals, as well as all other documentation relevant to the siting of the OWTS(s) and any other development on the properly (e.g., Board of County Commissioners Resolutions, Administrative Decisions, recorded easements). Comments from EHINR regarding Land Use review referrals can be accessed by opening httu://www.asvenoitkin.com/odfs/deotsl7llanduse.odf and clicking the blue link in the "Referrals" column. Re%nal comments more than 2 years old may need to be requested from the County Planning Department. Proof of Adequate Water Supply Legal water supply must be demonstrated in accordance with Colorado water law and meet the requirements of the Pitkin County nd UskCode. IlLa Private systems: Proof generally includes a well driller's report, well permit issued by the Colorado Division of Water Resources, final augmentation plan (if required), and a recent pumping report. Wells must be drilled before an application will be accepted. / XPublic systems: r Proof generally includes a letter from the CWOCD -approved public water system confirming it has sufficient water to supply the development and it has agreed to do so. Initial S' a Inspection fJI components of the OWTS, as well as the proposed buildings, water source, and other pertinent physical features must be dearly staked and labeled prior to the inspection. Inspection must be scheduled between May 1st and Oct 31st, unless otherwise approved by EH/NR. Applicable Fee Ila OWrS Construction Permit: $1,023` ❑ Tank Only: $500' *There is an additional Administrative Fee of $175.00 for properties in the Town of Snowmass Village. Please Make Checks Payable To: Pitkin County Environmental Health 8 Natural Resources Department TO SUBMIT A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN OWTS CONSTRUCTION PERMIT THEFAST TRACK WAIVER MUST BE SUBMITTED TO COMMUNITY DEVELOPMENT WITH YOUR BUILDING PERMIT APPLICATION. Please note that this waiver only allows for the submittal of the Building Permit Application. It does not allow for the issuance or approval of the Building Permit without OWTS Construction Permit approval from the EH/NR Department. l orms W I S Checklist Uodate .5/ I Cl ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd or 100 gpd) Number of Bedrooms in Maim House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Si nilarsized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Plow1930 State Review Required? yes Perc Rate ® (t) lord �-> W 3 secL-Fs Design Flow (Q) - # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 2895 3 Minimum tank capacity 3619 gallons Z 5 0 n (�'�'^�p ' Absorption Area (— SQRT perc rate)(1.4 loading factor) -Y,y- fu -A4 4 A = 5,315 . fL of absorption area required Absorption Area (=Q/5 X SQRT pert rate) WITH SECONDARY TREATMENT (no loading factor) A= 3,797 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Pipe and Gravel (-10%) 4784 Dosing (-20%) 4252 Chambers (-30%) 3721 Max Allowable (-50%) 11x 7-5— Secondary Treatment 4 377 Abs Area w/ out loading factor (B28) Trench Pipe and Gravel -10%)a�17 377 Dosing (-20%) 3037 Chambers (-30%) 2658 Max Allowable (-5e%) 1898 251.6 SETBACK FROM WELL # of feet = 201.6 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 176.6 SETBACK FROM DRY GULCH # of feet = 5 Bed Quick4 Trench Quick4 Bed no red. 5315 485 539 (-20%) 4252 431 431 11x 7-5— (-10%) 4 377 485 (-30%) 3721 Cf) 377 a� Bed no od. 3797 346 385 (-20%) 3037 308 308 (-10%) 3417 269 346 (:30%) 2658 192 269 G A M B A & ASSOCIATES CONSULTING ENGINEERS & LAND SURVEYORS PHONE: 970/945-2550 FAX: 970/945-1410 113 NINTH STREET, SUITE 214 P.O. Box 1456 GLENWOOD SPRINGS, COLORADO 81602-1458 CD • Monday, July 21", 2008 Nancy MacKenzie Pitkin County Environmental Health and Natural Resources Schultz Health and Human Services Building 4050 Castle Creek Road, Suite 10 Aspen, CO 81611 RE: Grace Church of the Roaring Fork Valley — OWTS pre -application meeting. Dear Nancy: This letter is an addendum to the Onsite Wastewater Treatment Systems application for the Grace Church of the Roaring Fork Valley. A new profile hole for this project was excavated on or about Thursday, June 12'h, 2008. We made a site visit in the afternoon of Friday, June 13". We observed the excavation and noted the following: 1. There was no observed water, nor any sign of mottling, to a depth of 8 - feet below existing ground. 2. There was no observed bedrock or large boulders to a depth of 8 -feet below existing ground. 3. The first 3 to 4 -inches of topsoil was largely free of rocks, and was dark brown, almost black. 4. From about 4 -inches to a depth of 42 -inches, the earth was dark brown, with cobbles and rock of varying sizes from 3/4 -inch to 4 -inches in diameter, roughly. 5. From 42 -inches to the bottom of the hole, at 96 -inches, the earth was a reddish color, with the some sort of rock and cobbles, some larger, to 8 - inches. 6. At our request, the contractor excavating the profile and percolation holes brought in approximately '/2 -cubic yard of 3/4 -inch screened rock, and set this at the bottom of the hole. This is intended to serve as a conduit for any water in the bottom of the excavation. 7. A 4 -inch diameter perforated SDR -35 pipe was set on the gravel pile, with 1 -foot markings on the outside for depth. Ate believe that the perforated pipe will provide an easy way to confirm that here is no water present to a depth of 8 -feet below existing ground. The pipe is ;till in place, and will be visible in the area staked for the absorption trenches. �_nurcn or me Kooring fork Valley — addendum to the OWTS submittal. ay, July 21 ", 2008 1 of 2 • If you have any questions, please call me at (970) 945-2550 extension 206, or email me at tcpage(a)gambaennineering.com. Sincerely, Gamba & Associates, In�o�P��IINf6%fl� V�;'GPSiTER 'Oe•.9P,�L Ci^S 5161 cc: Craig Rathbun, James Alexander H:\03448\04\ISDS\Communis ionsUddendum to the "mil submiMaLdoc Grace Church of the Roaring Fork Valley — addendum to the OWTS submittal. Monday, July 21', 2008 Page 2of2 M:W3M9�D198OBVE3D8 (:4kum09n4 30080)11.+4 Page I a t 4b HOLE No. DEPTH OF TEST HOLE -blowTME --on gomW •COLATION TUfE INTERVAL WATER LEVEL DROP,. WATER LEVEL PERCOLATION RATE Teat Dem (ft) (mE(mm) 06 fwAml (mmrin) a 14311800 00 00 oMao 1438:00 loo tm loo 1380 1451:00 13A 2.00 100 1 15258 100 300 100 H4 M W I51390 loo 4100 1680 3� 15:4690 250 500M Im 2300 16:128 26.0 100 2600 W .0 300 I'm 16:!1:00 397 3900 13'47'0) 300 900 1.00 3600 W 360 900 IW 00 37W ls: M Imam 330 1000 100 3300 18:48:00 U.0 1060 0(61 40m FRuI HallPermWm RRm (lmrMlBa Oor.N). 40.00 PERCOLATION TEST RESULTS FORM Taal Mm HOLE No DEPTH OF TEST HOLE-blow TME THAE INTERVAL WATER LEVEL DROP. WATER LEVEL PERCOLATION RATE R --h mm) (bRbee) (m mbV. L 16:31:00 00 0W 16:4100 110 100 100 1100 161400 140 2.00 1.00 14W 13:!3.90 1760 300 1.00 13.00 300 17:3290 19.0 4.00 100 low 17_53.W 210 5m 300 21.00 18:1900 260 60 4.00 26.00 14:4933 u.o Too 1m um .m w p PERCOLATION TEST RESULTS FORM Teat Dam HOLE No. DEPTH OF TEST HOLE-blow TME TWE INTERVAL WATER LEVEL DROP m WATER LEVEL PERCOLATION RATE M1 mitila mm .d. b mo.n 300 1216:00 00 000 12:298 130 1.00 IN Mil.,W 22.0 200 1M 14.00 1312:00 310 300 100 3100 13!6:00 MA 4.00 1 1400 14:35:00 390 5.00 100 39M 1N5:00 10.0 6.00 100 40 M I800 Z. zoo loo oo 14.00 I4aB Ilml (memme par PERCOLATION TEST RESULTS FORM Tom DMB HOLE No. DEPTH OF TEST HOLE-below existin omd TME TIME INTERVAL WATER LEVEL DROP,. WATER LEVEL PERCOLATION RATE R milimv mtlln bdlm mdm i w4 300 11:49:00 00 000 1134:00 5.0 1.00 1.00 5.00 13:03:00 90 200 1.00 9.00 1113.00 10.0 300 100 1000 13368 1360 4.00 100 1100 12:40.00 100 SOD Im 14W 12,49:00 90 5.62 062 14.52 1235:00 6.0 6.00 038 IS." 1H.. w(ro'.. Pert ) > PERCOLATION TEST RESULTS FORM F,' HOLE No DEPTH OF TEST HOLE -below - 'TUUtE TME LNTERVAL WATER LEVEL DROP. WATER LEVEL PERCOLATION RATE ft moi m. R .ellen MUM 0B 000 1021.00 9.0 100 1 oo 9 )010'3Im 10.0 3.00 100 100010:4790 16,0 3.00 I'm 16M 1109:00 220 4.00 100 23. W 3.00 113500 26.0 5011 1.00 2600 12:0500 )0.0 600 1.00 3000 12,4200 370300 1.00 3200 1314:00 12.0 F. 1.00 1200 14890 1 430 I 900 I 100 43.00 PxW Hole Plucolatlen Ram (rw%Os per bM): 42.00 PERCOLATION TEST RESULTS FORM TM Dale HOLE No. DEPHI OF TEST HOLE below uM TME TD.LE D4TERVAL WATER LEVEL DROP. WATER LEVEL PERCOLATION RATE m f$� B ab 100 13:3890 0.0 0.00 - - 13:368 60 100 1008.00 1313:00 11.0 3.00 4.00 1100 1353:00 10.0 3.00 1 W Ieml 14VM 12.0 4.00 IM 1300 F.Y i1RIR PermmtlOn RYm (mPmmalw lM21)' >12.(10 M:W3M9�D198OBVE3D8 (:4kum09n4 30080)11.+4 Page I a t 4b Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303)866-3581 APPLICANT 1095 WELL PERMIT NUMBER 67391 F DIV. 5 WD 38 DES. BASIN MD 'ERMIT TO CONSTRUCT A WELL ratiOny. 11VIuI r1y. 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 ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 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 try the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90.137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Rued( Reservoir is in effect, or under an approved pian for augmentation. BWCD contract #556. 4) Approved as a well on a tract of land of 18.5 acres described as that portion of the NW 1/4 of the NW 1/4, Sec. 13, Twp, 8 South, Rng. 87 West, 61h P.M., Pitkin County, more particularly described on the attached exhibit A. Further identified as 1776 Emma Road, Basalt, CO 81621. 5) The use of ground water from this well is limited to drinking and sanitary facilities for a commercial business (church) and the irrigation of not more than 32,670 square feet (0.75 of an acre) of gardens, lawns and landscaping. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Grace Church of the Roaring Fork Valley Well. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The average annual amount of ground water to be appropriated shall not exceed 2.395 acre-foot (780,410 gallons). 8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case numbers) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 9) A totalizing flow meter must be installed on this well and maintained In good worldng order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10) This well shall be constructed not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant. NOTICE: This permit has been approved subject to the following changes: The distances from section lines, quarter/quarter, quarter, Section, Township, Range and P.M. were determined from Iztitudellongitude coordinate values provided with the permit application. You are hereby notified that you have the right to appeal the issuance of this permit. by filing a written request with this office within sixty (60) days of the dale of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4104 through 106. C.R.S.) NOTE: Perna no. 8208 is also located on this parcel. NOTE: Parcel Identification Number (PIN): 49-2465-132-00-014 NOTE: Assessor Tax Schedule Number: RD07063 APPROVED DMW State 1 APPROVED WELL LOCATION P(TKIN COUNTY NW 1/4 NW 1/4 Section 13 GRACE CHURCH OF THE ROARING FORK VALLEY Township 8 S Range 87 W Sixth P.M. C/O CRAIG RATHBUN DISTANCES FROM SECTION LINES 995 COWEN DRIVE SUITE 201 400 Ft. from North Section Line CARBONDALE, CO 81623- 1211 Ft. from West Section Line UTM COORDINATES (MetersZone:13,NAD83) (9701 704-1515 'ERMIT TO CONSTRUCT A WELL ratiOny. 11VIuI r1y. 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 ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 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 try the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90.137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Rued( Reservoir is in effect, or under an approved pian for augmentation. BWCD contract #556. 4) Approved as a well on a tract of land of 18.5 acres described as that portion of the NW 1/4 of the NW 1/4, Sec. 13, Twp, 8 South, Rng. 87 West, 61h P.M., Pitkin County, more particularly described on the attached exhibit A. Further identified as 1776 Emma Road, Basalt, CO 81621. 5) The use of ground water from this well is limited to drinking and sanitary facilities for a commercial business (church) and the irrigation of not more than 32,670 square feet (0.75 of an acre) of gardens, lawns and landscaping. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Grace Church of the Roaring Fork Valley Well. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The average annual amount of ground water to be appropriated shall not exceed 2.395 acre-foot (780,410 gallons). 8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case numbers) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 9) A totalizing flow meter must be installed on this well and maintained In good worldng order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10) This well shall be constructed not more than 200 feet from the location specified on this permit and at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant. NOTICE: This permit has been approved subject to the following changes: The distances from section lines, quarter/quarter, quarter, Section, Township, Range and P.M. were determined from Iztitudellongitude coordinate values provided with the permit application. You are hereby notified that you have the right to appeal the issuance of this permit. by filing a written request with this office within sixty (60) days of the dale of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4104 through 106. C.R.S.) NOTE: Perna no. 8208 is also located on this parcel. NOTE: Parcel Identification Number (PIN): 49-2465-132-00-014 NOTE: Assessor Tax Schedule Number: RD07063 APPROVED DMW State 1 • 0 Grace Church of the Roaring Fork Valley October 22, 2008 Carla Ostberg Senior Environmental Health Specialist Pitkin County Environmental Health and Natural Resources Schultz Health and Human Services Building 4050 Castle Creek Road, Suite 10 Aspen, CO 81611 Re: Grace Church of the Roaring Fork Valley, Inc. Water System, Transient, Non -Community, PWSID# CO -0249321 Dear Carla: Attached please find a copy of the October 215`, 2008 letter from Mark Kadnuck, P.E. of the Colorado Department of Public Health and the Environment, Water Quality Control Division, confirming the plans approval for the potable water system to serve the Grace Church of the Roaring Fork Valley. I am hereby certifying, as Chairman of the Board of Directors and President of Grace Church of the Roaring Fork Valley, Inc., we have sufficient water to supply the needs of the Grace Church project, from the above described Transient, Non -Community Water System having the PWSID# CO -0249321. This letter and the attachment are intended to supply the required documentation under the Pitkin County Onsite Wastewater Treatment System, Construction Permit Application Checklist, under the item "Proof of Adequate Water Supply", for a Public Water System. Sincerely yours, James F. Alexander Chairman & President Grace Church of the Roaring Fork Valley, Inc. /o ,•�.... ���� is morn c,urnt 97024$719© p,l Post-�irFFax Nota 7671 hale%,,� O(� Pepea► {Ja .L Flvro �. cojoen. co. Phos¢ e Phone *M7 . Zy � N Fax ,'i1E-9Y.S-! 10 Irm ff DAIIIeamd rnpronertngand agproMg lh. („dN andenwronaimf eJlNe�,ecple oJColorc do Grand Junction Regional office 222 S. a St., Ron 232 Grand Junction CO 81501 1768 Fax (970)248-7198 hnc:11www. cdp I u.nate. c o. v s October 21, 2008 Grace Church of the Roaring Pork Valley Alm.: Mr. James Alexander 300 Riverside Drive Basalt, CO 81621 ,ATE OF COLORADO Colorado ncpwbncnl of Public Health and Envirwuncm Re: Plans Approval for Grace Church Water System, Transient Non -Community, PWSID# CO - 0249321, Pitkin County Dear Mr. Alexander: The design and construction specifications for the Grace Church Water System, received September 24, 2008, with additional information received on October 20, 2008, have been reviewed in accordance with Article 2.1.5 of the Colorado Primary DrirJdng Water Regulations, and the State of Colorado Design Criteria for Potable Water Systems and are hereby approved: The approval is for the following: A 120 foot deep well. A hypoeblorination disinfection system. A 20,000 -gallon Chlorine Contact/Water Storage Tank. During this review it was noted that the chlorine contact time easily meets the 30 minutes required by Article 6.1, 10 of the State of Colorado Design Criteria for Potable Water Systems. You should be aware that the new Groundwater Rule, requires minimum contact tirres/ing removal for specific microorganisms of concern or extensive molvtoring requirements for compliance. Your system is subject to applicable portions of this rule. All future change orders and addendums must be submitted to this Department for approval. When construction is estimated to be within 60 days of completion, the project engineer must contact this Department. A representative of the Department may schedule a site visit to conduct a final construction inspection before the plant is placed on line. Upon completion of construction, a written certification from your engineering firm stating that the facility was built as approved by this office must be submitted to the Department. --, w-• �...... •. moo. n ,. ur nc 9'/U"c'497199 ✓ • • p.2 Page 2 This system is classified as a Small Water System. The operator of this system must be minimally certified as a Small Water System operator through the Colorado Water and Wastewater Facility Operators Certification Board, If construction of this project is not begun within 365 days of this letter, the Department's approval will expire. All information will be required to be updated and re -submitted for review and approval by the Department. Approval of this proposed project is based only on engineering design and the facility's ability to provide safe potable water, meeting the Colorado Primary Drinking Water Regulations. Approval shall in no way influence local planning decisions. If you have any further questions please contact me at 970-248-7144. Respectfully, Mark A. Kadnuck, P.E. District Engineer Engineering Section Water Quality Control Division CC: Carter Page, P.E., GambaAssoc., P.O. Box 1458, Glenwood Springs, CO 81602 Carla Ostberg, Pitkin County Environmental Health Erica Karmely, Compliance Assurance and Data Management Unit, WQCD Tom Schaffer, P.E., Engineering Section, WQCD-GJ File 1a r+ • • LAWOFFICES 52, HILL, KINNEY & WOOD, LLC 0� SPRUCE PROFESSIONAL BUILDING 701 MAIN STREET, SUITE 301 CARBONDALE. COLORADO 8I623 "hkw)awfinn.mm THOMAS C. HILL TELEPHONE THOMAS E. KPINEY (970) 9633900 JOSLYN V. WOOD FACSIMILE (970)9633131 MEMORANDUM lie al water suvolies owned by Grace Church of the Roarine Fork Vallev J The following water rights comprise the legal water supplies appurtenant to the parcel of land owned by Grace Church of the Roaring Fork Valley located near Emma, Colorado in unincorporated Pitkin County: 1. An undivided four-fifths 0/3) interest in 1.17 cfs absolute water right decreed for the diversion of surface water from the Roaring Fork River in the Home Supply Ditch pursuant to Priority No. 179, with an appropriation date of May 27, 1887 and Priority No. 261, with an appropriation date of May 9, 1905, decreed by the Garfield County District Court in Civil Action No. 132 and Civil Action No. 2811, respectively. These water rights have historically been used to irrigate approximately 8 to 10 acres within the 19 -acre Grace Church of the Roaring Fork River property formerly known as the Gredig Ranch. 2. An undivided four-fifths 0/3) interest in 0.044 cis absolute water right decreed by the District Court, Water Division No. 5 in Case No. W-1438 for the diversion of tributary groundwater in the Gredig-Wooley Well No. 1 with an appropriation date of April 30, 1958. This water right has historically been used for domestic and commercial purposes. The following pages contain the Quit Claim Deed by which the Gredigs conveyed the above-described water rights to Grace Church of the Roaring Fork Valley and aerial imagery indicating the historically irrigated acreage within the Grace Church of the Roaring Fork Valley parcel under the Home Supply Ditch. Tom Kinney memo re: Grace Church RFV legal water supplies May 23, 2008 Page 1 of 3 i3 Pitkin C0unly JUN 12 Community Development 0 IAW OFFICFS HILL, KINNEY &- WOOD, LLC Quit Claim Deed for Water Riehts gwrciwv. nz;so TNI$ Dv ' ^,.nc mu m d,a a sg.E.— WQNA 4ltDIC AI@ nlGilw 1. QdiG g,aoa�, Hna v.ca IdG,m is cwAva mQm .sneer �r.,� ,lm roc com�aalnn o�r�n.w...a.Yrwr.r.r. paim:elW lwd, hmy dk aad quvlwe m OG 0Q mOITfQ QOAQQC IOlY VA lL4 (IaWc. clow aA9 aEdim u`- SM IAQS AV[., IIC• SALT. W nQl f-avuy of M'I1M . Sbw a fds.b We k4ouiq legally AA wY.al�itld Ylp4 tL1Qr/ Ill'/!, A� w-10, wr YI,Y� Il i AgwllowY b: .Vt WIOIT •A•{TTA® msIIRO AIO Y^p[ AlAATTwAmP- l:c aade dAY(�Qw(��Trnw L 9ak of )a LblveYa C.WmD 7 T< (o,ccoira imvQnvu vc rliowk' wfo . mu ere dq a 6wr�s am by X J. LVAnIc Alm nnwa-lo e. wQmc Wio,m M AQd aN o?nal d. Ml wnolvavalegirc' �,�yLlyy 7 a� TwI SOAkM.AVLY. ^rEOF�OLDHA MOTAHVORA W T. mnAwm cwqulY STDO Qsu.vQu 0 Pitkin County JUIN 12 2008 Tom Kinney memo re: Grace Church RFV -Lee Schwaller settlement factors l In Flullify Development March 17, 2008 ' Page 2 of 3 LAW OFRCFS HILL, KINNEY & WOOD, LLC Google Earth aerial imagery of Grace Church of the Roaring Fork Valley -19-acre oronerty location of parcel boundary. Historically irrigated acreage using Home Supply Ditch water rights. At least two (2) lateral ditches convey irrigation water right priorities from the onto the Grace Church of the Roaring Fork Valley parcel. JUN 12 2000 Tom Kinney memo re: Grace Church RFV -Lee Schwaller settlement factors ° iu- itY Development March 17, 2008 Page 3 of 3 I 0 'a"' SIONR ESO U RCERCEIVED OCT 31 2008 MIS MISSION ■���� E N G I N E E R I N G I N C Memorandum 0 To: RoseAnn Sullivan — Pitkin County Health and Natural Resources Frmm Eric Mangeot, P.E. CC: Date: October 30, 2008 File: Grace Church Re: Basalt Water Conservancy District Water Allotment Contract Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs, CO 81601 (970)-945-6777 voice (970)-945-1137 Facsimile Pursuant to your request, enclosed is a copy of the water allotment contract for Grace Church. From the Desk of Eric Mangeot, P.E. Page 1 of 1 ALLOTMENT CONTRACT A BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT NO. 556 Pursuant to C.R.S. 1973, 37-45-131 Grace Church of The Roaring Fork Valley, Inc. (hereinafter "Applicant") has applied to the Basalt Water Conservancy District (hereinafter the "District") a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of Colorado Revised Statutes, 1973, 37-45-101, et seq., for an allotment Contract for beneficial use of water rights owned, leased, or hereafter acquired by the District. By execution of this Contract, Applicant agrees to the following terms and conditions and those certain terms and conditions set forth in the attached Order, which is fully incorporated as a part of this Contract: 1. QUANTITY: In consideration of the covenants and conditions herein contained, Applicant shall be entitled to receive and apply to beneficial use 0.033 cubic feet of water per second from the District's direct flow rights and 1.8 acre feet per year of storage or other augmentation water owned or controlled by the District. Applicant shall restrict actual diversions and consumptive use under this Contract to these amounts. The Contract amount is based on the water requirements table attached hereto as Exhibit B. Any increase or change in the water requirements to be served by the District will require an amendment to the subject Contract. 2. SOURCE OF ALLOTTED WATER: Water rights allotted pursuant to this Contract shall be from the District's water rights decreed to the Basalt Conduit, Landis Canal, Stockman's Ditch Extension, Troy and Edith Ditch, Robinson Ditch, or other water rights hereafter acquired by the District, including the District's right to receive storage water from Ruedi Reservoir and Green Mountain Reservoir. The District shall have the right to designate the water right or Decree of the District from which the Applicant's allotted rights shall be obtained. The Applicant's use of any of the District's water rights shall be subject to any and all terms and conditions imposed by the Water Court on the use of the District's said rights. Exchange or augmentation releases made from the District's storage rights in Ruedi or Green Mountain Reservoirs or other works and facilities of the District shall be delivered to the Applicant at the outlet works of said storage facility and release of water at such outlet works shall constitute full performance of the District's delivery obligation. Delivery of water from the District's storage rights in Ruedi or Green Mountain Reservoir shall be subject to the District's lease contract with the United States Bureau of Reclamation and any rules and regulations promulgated pursuant thereto. Releases from other facilities available to the District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement is not impaired by said action. Allot co"tma #595 5-Y[)A111.dw 1 *1 • 3. PURPOSE AND LOCATION OF USE: Applicant will use the water rights allotted pursuant to this Contract for beneficial purposes by diversion at Applicant's point of diversion under the District's direct flow water rights and/or for use by augmentation or exchange. Applicant will use the water allotted by the District within or through facilities or upon lands owned, operated, or served by Applicant, which lands are described on Exhibit A attached hereto; provided that the location and purpose of Applicant's use of said water shall be legally recognized and permitted by the applicable governmental authority having jurisdiction over the property served. Applicant's contemplated usage for the water allotted hereunder is for the following use or uses: —Domestic/Municipal _Industrial —X—Commercial _Agricultural _Other It is acknowledged that certain locations within the District may not be susceptible to service solely by the District's water rights allotted hereunder or the District's said water rights may not satisfy Applicant's needs and purposes. To the extent that service cannot be achieved by use of the District's allotted water rights, or in the event said service is inadequate, Applicant may utilize such other water rights, by way of supplementing the District's water rights, or otherwise, as is necessary to assure water service sufficiently reliable for Applicant's intended purpose or purposes. All lands, facilities and areas served by water rights allotted hereunder shall be situated within the boundaries of the District. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year shall revert to the water supplies of the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or alternate points of diversion. The District shall request the Colorado State Engineer to estimate any conveyance losses between the original point and any alternate point and such estimate shall be deducted from this amount in each case. The District, or anyone using the District's decrees, may call on any additional sources of supply that may be available at an alternate point of diversion, but not at the original point of diversion, only as against water rights which are junior to the date of application for the alternate point of diversion. In the event the Applicant intends to institute any legal proceedings for the approval of an augmentation plan and/or any change to an alternate point of diversion of the District's water right to allow the Applicant to utilize the water allotted hereunder, the Applicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates an alternate point of diversion and/or an augmentation plan to Albt Contract Y5..%S-YNMAG 18 • 0 utilize the water allotted hereunder, Applicant shall not be obligated to bear or defray any legal or engineering expense of the District incurred by the District for the purpose of developing and adjudicating a plan of augmentation for the District. In any event, the District shall have the right to approve the Applicant's application for change of water right, and/or augmentation plan or other water supply plan involving the District's rights, and the Applicant shall provide the District copies of such application and of all pleadings and other papers filed with the Water Court in the adjudication thereof. The District reserves the exclusive right to review and approve any conditions which may be attached to judicial approval of Applicant's use of the District's water rights allotted hereunder. Applicant agrees to defray any out-of-pocket expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and engineering costs incurred in connection with any water rights adjudication necessary to allow Applicant's use of such allotted water rights; provided, however, in the event any such adjudication involves more of the District's water rights than are allotted pursuant to this Contract, Applicant shall bear only a pro rata portion of such expenses. Applicant shall be solely responsible for providing the structures, works and facilities, if any, necessary to utilize the District's water rights allotted hereunder for Applicant's beneficial use. 4. PAYMENT: Applicant shall pay annually for the water service described herein at a price to be fixed annually by the Board of Directors of the District for such service. Payment of the annual fee shall be made, in full, within fifteen (15) days after the date of a notice from the District that the payment is due. Said notice will advise the Applicant, among other things, of the water delivery year to which the payment shall apply and the price which is applicable to that year. If a payment is not made by the due date, a late fee of $50 (or such other amount as the Board may set from time to time) will be assessed and final written notice of the delinquent account and late fee assessment will be sent by the District to the Applicant at Applicant's address set forth below. If payment is not made within thirty (30) days after said final written notice, the District may, at its option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in which event the water right allotted hereunder may be transferred, leased or otherwise disposed of by the District at the discretion of its Board of Directors. In the event water deliveries hereunder are made by or pursuant to agreement with some other person, corporation, quasi -municipal entity, or governmental entity, and in the event the Applicant fails to make payments as required hereunder, the District may, at its sole option and request, authorize said person or entity to curtail the Applicant's water service pursuant to this Contract, and in such event neither the District nor such persons or entity shall be liable for such curtailment. Allot Contract #SSR S3W Jm 11 5. APPROPRIATION OF FUNDS: The Applicant agrees that so long as this Contract is valid and in force, Applicant will budget and appropriate from such sources of revenues as may be legally available to the Applicant the funds necessary to make the annual payments in advance of water delivery pursuant to this Contract. The Applicant will hold harmless the District and any person or entity involved in the delivery of water pursuant to this Contract, for discontinuance in service due to the failure of Applicant to maintain the payments herein required on a current basis. 6. BENEFIT OF CONTRACT: The water right allotted hereunder shall be beneficially used for the purposes and in the manner specified herein and this Contract is for the exclusive benefit of the Applicant and shall not inure to the benefit of any successor, assign, or lessee of said Applicant without the prior written approval of the Board of Directors of the District. Upon the sale of the real property to which this Contract pertains, Applicant has a duty to make the buyer aware of this Contract and the need to assign the Contract to the buyer. However, prior written approval of the Board of Directors of the District is required before the assignment is effective. Payment of an assignment fee in an amount determined by the Board shall be required as a prerequisite to approval of the assignment. In the event the water right allotted hereunder is to be used for the benefit of land which is now or will hereafter be subdivided or otherwise held or owned in separate ownership interest, the Applicant may assign the Applicant's rights hereunder only to a homeowners association, water district, water and sanitation district or other special district, or other entity properly organized and existing under and by virtue of the laws of the State of Colorado, and then only if such association, entity or special district establishes to the satisfaction of the Basalt Water Conservancy District that it has the ability and authority to assure its performance of the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract have any rights hereunder, except as such rights may exist through a homeowners association or special district as above provided. Any assignment of the Applicant's rights under this Contract shall be subject to and must comply with such requirements as the District has adopted or may hereafter adopt regarding assignment of Contract rights and the assumption of Contract obligations by assignees and successors, provided that such requirements shall uniformly apply to all allottees receiving District service. The restrictions on assignment as herein contained shall not preclude the District from holding the Applicant, or any successor to the Applicant, responsible for the performance of all or any part of the Applicant's covenants and agreements herein contained. 7. OTHER RULES: Applicant's rights under this Contract shall be subject to the Water Service Plan as adopted by the District and amended from time to time; provided that such Water Service Plan shall apply uniformly throughout the District among water Mot Contract #5565-3(MMJo 4 —)0 users receiving the same service from the District. Applicant shall also be bound by all applicable law, including, for example, the provisions of the Water Conservancy Act of the State of Colorado, the Rules and Regulations of the Board of Directors of the District, the plumbing advisory, water conservation, and staged curtailment regulations, if any, applicable within the County in which the water allotted hereunder is to be used, together with all amendments of and supplements to any of the foregoing. 8. CURTAILMENT OF USE: The water service provided hereunder is expressly subject to the provisions of that certain Stipulation in Case No. 81CW253 on file in the District Court in Water Division 5 of the State of Colorado, which Stipulation provides, in part, for the possible curtailment of out -of -house municipal and domestic water demands upon the occurrence of certain events and upon the District giving notice of such curtailment, all as more fully set forth in said Stipulation. 9. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter into an "Operation and Maintenance Agreement" with the District if and when the Board of Directors finds and determines that such an agreement is required by reason of additional or special services requested by the Applicant and provided by the District or by reason of the delivery or use of water by the Applicant for more than one of the classes of service which are defined in the Rules and Regulations of the Board of Directors of said District. Said agreement may contain, but not be limited to, provision for water delivery at times or by means not provided within the terms of standard allotment contracts of the District and additional annual monetary consideration for extension of District services and for additional administration, operation and maintenance costs, or for other costs to the District which may arise through services made available to the Applicant. 10. CHANGE OF USE: The District reserves the exclusive right to review and approve or disapprove any proposed change in use of the water right allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 11. PRIOR RESOLUTION: The water service provided hereunder is expressly subject to that certain Resolution passed by the Board of Directors of the District on September 25,1979, and all amendments thereto, as the same exists upon the date of this application and allotment Contract. 12. NO FEE TTTLE: It is understood and agreed that nothing herein shall give the Applicant any equitable or legal fee title interest or ownership in or to any of the water or water rights of the District, but that Applicant is entitled to the right to use the water right allotted hereunder, subject to the limitations, obligations and conditions of this Contract. AWS Com.a #S%S3W wAx 5 0 0 13. COMPLIANCE WITH SECTION 404 OF THE CLEAN WATER ACT. Applicant shall comply with Section 404 of the Clean Water Act and consult with the Army Corps of Engineers to complete any Section 404 compliance that may be required as a result of the construction of any facilities necessary to use contract water. 14. CONSERVATION PRACTICES: Applicant shall implement and use commonly accepted conservation practices with respect to the water and water rights allotted hereunder and shall be bound by any conservation plan hereafter adopted by the District, as the same may be amended from time to time. 15. WELL PERMIT: If Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before the District is obligated to deliver any water hereunder, and it is the Applicant's continuous duty to maintain a valid well permit. Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of Water Resources. Applicant must comply with the well -spacing requirements set forth in C.R.S. §37-90-137, as amended, if applicable. Compliance with said statutory well -spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Applicant agrees to mark the well in a conspicuous place with the permit number. 16. MEASURING DEVICE OR METER: Applicant agrees to provide, at its own expense, a totalizing flow meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant's water right and the terms of this Contract. On or before November 15 of each year, will provide accurate readings from such device or meter (recorded on a monthly basis for the period November 1 through October 30 of each year) to District, the Division Engineer and Water Commissioner. Applicant acknowledges that failure to comply with this paragraph could result in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determining Applicant's actual use of water. 17. CONTRACT TERMINATION: A. Termination by District: 1. The District may terminate this Contract for any violation or breach of the terms of this Contract by Applicant, or Applicant's breach of any other contract with the District. 2. The District may terminate this Contract if, in its discretion, any judicial or administrative proceedings initiated by Applicant threaten the District's authority to contract for delivery or use of the District's Allot Contract *555 SANW.dm 6 N 9 0 water rights, or threaten the District's permits, water rights, or other interests of the District. B. Termination by Applicant: 1. Applicant may terminate this Contract in its entirety for any reason by notifying the District in writing of the termination on or before April 1. Notice by said date will prevent the Applicant's liability for the next annual contract charge. 18. RECORDING OF MEMORANDUM: In lieu of recording this Water Allotment Contract, a Memorandum of Water Allotment Contract will be recorded with the County Clerk and Recorder's Office. The costs of recording the Memorandum shall be paid by Applicant. APPLICANT: GRACE CHURCH OF THE ROARING FORK VALLEY, INC., Title: ?"g-fccs rn& rj 9lvCan— Applicant's Address: Grace Church of The Roaring Fork Valley, Inc. c/o Terry M. Maner 479 Black Bear Trail Carbondale, CO 81623 STATE OF COLORADO ss. COUNTY OF 64 rfe Ii ) Grace Church of The Roaring Fork Valley, Inc. c% Craig Rathbun The Fleisher Company 996 Cowen Drive Carbondale, CO 81623 ,ex. DAVID P. BRISCOE NOTARY PUBLIC STATE OF COLORADO My Commission Expires o2/27/2010 Subscri ed and sworn to before me this 6 day of T4J j 2008, by �31 su id jP- l&,e1.scoa as o4,rfoc Grace Church of The Roaring Fork Valley, Inc., a Colorado corporation. WITNESS my hand and official seal. My commission expires: Allot n..v. o #5M 5-304�e.d« �3 Notary Public EXHIBIT A A PARCEL OF LAND SITUATED IN TRACT 62, SECTIONS 12 AND 13, TOWNSHIP B SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, PITKIN COUNTY, COLORADO, LYING EASTERLY OF THE CENTER OP SOPRIS CREEK, NORTHERLY OF THE CENTER OF HOME SUPPLY DITCH, AND SOUTHERLY AND WESTERLY OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE DESCRIBED AS FOLLOWS! BEGINNING AT A POINT ON THE SOUTHERLY LINE OF SAID TRACT 62, SAID POINT BEING IN THE CENTER OF SOPRIS CREEK, WHENCE ANGLE POINT NO. 4 OF SAID TRACT 62 BEARS NORTH 89 DEGREES 02' WEST 1781.32 FEET; THENCE NORTH 39 DEGREES 28' EAST 28.42 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 08 DEGREES O8, EAST 49.50 FEET ALONG THE CENTER LINE OF SAID CREEK, THENCE NORTH 42 DEGREES 31' EAST 16.28 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 65 DEGREES 46' EAST 43.86 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 31 DEGREES 11' EAST 88.84 FEET ALONG THE CENTER OF SAID CREEK; THENCE NORTH 21 DEGREES 39' WEST 73.16 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 02 DEGREES 32' EAST 68.07 FEET ALONG THE CENTER LINE OF SAID CREEKI THENCE NORTH 07 DEGREES 571 WEST 137.32 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 89 DEGREES 12' WEST 71.01 FEET ALONG THE CENTER LINE OF SAID CREEK, THENCE NORTH 66 DEGREES 22' WEST 69.86 FEET ALONG THE CENTER LINE OP SAID CREEK; THENCE NORTH 23 DEGREES 18' WEST 149.16 FEET ALONG THE CENTER LINE OF SAID CREEK, THENCE NORTH 12 DEGREES 45' WEST 54.34 PEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 06 DEGREES 45' EAST 93.65 FEET ALONG THE CENTER LINE OP SAID CREEK; THENCE NORTH 22 DEGREES 50' EAST 61.85 FEET ALONG THE CENTER OF SAID CREEK; THENCE NORTH 09 DEGREES 07' EAST 82.04 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 13 DEGREES 49' WEST 62.82 FEET ALONG THE CENTER LINE OF SAID CREEK, THENCE NORTH 29 DEGREES 03' EAST 20.59 FEET ALONG THE CRNTER LINE OF SAID CREEK, THENCE NORM 07 DEGREES 10' EAST 152.20 PRET ALONG THE CENTER LINE OF SAID CREEK, THENCE NORTH 07 DEGREES 36' WEST 60.53 FEET ALONG TNR CENTER LINE OF SAID CREEK; THENCE NORTH 16 DRGREES 24' EAST 103.21 FEET ALONG THE CRERK LINE OF SAID CREEK TO A POINT ON MR SOUTHERLY LINE OF SAID ROAD; THENCE NORTH 89 DEGREES 14'28^ EAST 567.30 FEET ALONG THE SOUTHERLY LINE OF SAID ROAD, THENCE SOUTH 72 DEGREES 47'02" EAST 330.76 FEET ALONG THE SOUTHERLY LINE OF SAID ROAD; MINCE SOUTH 57 DEGREES 54'13• EAST 64.91 PERT ALONG THE SOUTHWESTERLY LINE OF SAID ROAD; THENCE SOUTH 00 DEGREES 15'57• EAST 836.47 FEET ALONG THE WESTERLY LINE OF SAID ROAD TO A POINT IN THE CENTER OF SAID DITCH, THENCE SOUTH 71 DEGREES 04148" WEST 57.41 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 78 DEGREES 16'46" WEST 313.81 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 73 DEGREES 15132" WEST 202.11 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 68 DEGREES 29'08^ WEST 161.50 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 43 DEGREES 34'06• WEST 160.98 FEET ALONG THE CENTER LINE OF SAID DITCH, 0384519 EXHIBIT A THENCE SOUTH 73 DEGREES 57130• NEST 97.71 FEET TO A POINT IN TNS CENTER OF SAID CREEK, THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PARCEL OF LAND CONVEYED BY DEED RECORDED SEPTEMBER 23, 1971 IN BOOK 258 AT PAGE 60 UNDER RECEPTION NO. 147650 DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN TRACT NO. 62 OF SECTIONS 12 AND 13, TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF THE SOUTHERLY RIGHT OF WAY LINE OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE, AND EASTERLY OF THE CENTER LINE OF SOPRIS CREEK, SAID PARCEL BEING DESCRIBED AS FOLLOWS, BEGINNING AT A POINT IN TRE CENTER OF SAID CREEK, MERCK AN IRON POST WITH A BRASS CAP FOUND IN PLACE AND PROPERLY HARKED FOR ANGLE POINT NO. 4 OF SAID TRACT 62 BEARS SOUTH 62 DEGREES 16'06" WEST 1871.31 FEETi THENCE NORTH 09 DEGREES 07100• EAST 59.15 FEET ALONG THE CENTER OF SAID CREEK, THENCE NORTH 13 DEGREES 19'00" WEST 62.82 FRET ALONG THE CENTER OF SAID CREEK; THENCE NORTH 29 DEGREES 03'OD" EAST 20.59 PRET ALONG THE CENTER OF SAID CREEK, THENCE NORTH 07 DEGREES 10'00• EAST 152.20 FEET ALONG THE CENTER OF SAID CREEK, THENCE NORTH 07 DEGREES 36'00• WEST 60.53 FEET ALONG THE CENTER OF SAID CREEK; THENCE NORTH 16 DEGREES 24100• EAST 103.21 FEET ALONG TRE CENTER OF SAID CREEK TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD, THENCE NORM 89 DEGREES 14128" EAST 387.37 FEET ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD, THENCE SOUTH 00 DEGREES 05'51" EAST 457.15 FEET; THENCE NORTH 89 DEGREES 25151• WEST 132.67 FRET TO A POINT IN THE CENTER OF SAID CREEK, THE POINT OF BEGINNING. COUNTY OF PITKIN, STATE OF COLORADO. 0364519 Water User . Grace Church Analysis Date May 29, 2008 District Area A Source Series: 4 Maximum Demand: 15 0.033 torm) ((;h5) EXHIBIT B BASALT WATER CONSERVANCY DISTRICT WATER REQUIREMENTS (acre feet) Month Total Demand (1) (2) (3) (4) (5) (6)' Domestic Commercial Lawn Crop In-house or Other I " etion I a8on Livestock TOTAL Consumptive Use (7) (8) (9) (10) (11) (12)' Domestic Commercial Lawn Crop In-house or Other I anon Irrigation Livestock TOTAL (13) Source of a lace January 0, DOD 0.048 0.000 0.000 0.000 0.052 0.000 0.007 0.000 0.000 0.000 0 008 GNM February 0.000 0.043 0.000 0.000 0.000 0.047 0.000 0.006 0.000 0.000 0.000 0.007 GNM March 0.000 0.048 0.000 0.000 0.000 0.052 0.000 0.007 0.000 0.000 0.000 0.008 GNM April 0.000 0.046 0.053 0.000 0.000 0.109 0.000 0.007 0.042 0.000 0.000 0.054 GNM May 0.000 0.048 0.352 0.000 0.000 0.439 0.000 0.007 0.282 0.000 0.000 0.318 GNM June 0.000 0.046 0.448 0.000 0.000 0.543 0.000 0.007 0.358 0.000 0.000 0.401 GNM July 0.000 0,048 0.424 0.000 0.000 0.518 0.000 0.007 0.339 0.000 0.000 0.381 GNM August 0.000 0.048 0.255 0.000 0.000 0.333 0.000 0.007 0.204 0.000 0.000 0.232 GNM September 0.000 0.046 0.233 0.000 0.000 0.307 0.000 0.007 0.186 0.000 0.000 0 212 GNM October 0.000 0.048 0.072 0.000 0.000 0.131 0.000 0.007 0.057 0.000 0.000 0.071 GNM November 0.000 0.046 0.000 0.000 0.000 0.051 0.000 0.007 0.000 0.000 0.000 0.008 GNM December 0.000 0.048 0.000 0.000 0.000 0.052 0.000 0.007 0.000 0.000 0.000 0.008 GNM TOTALS -> 0.000 0.560 1.835 0.000 0.000 2.634 0.000 0.0&1 1.468 0.000 0-000 1.707 10% for Green Mountain • k persons residence 3.5 K allonsl rson/da 100 (7).(8) % CU for DomesBNCommercial 15 (2) Commercial/Other Demand (at) 0.560 (9) % Lawn Irtg. Efficiency 80 Consumption of Irrg. (af/ac) 1.975 (3) Sq. Ft. of Lawn Ingated32670 (10) % Crop I EfEfficiency80 Lawn Applica0on Rate (al/ac) 2.469 Consumption of Irrlg. (aUac) 0.000 (4) Acres of Crop Irrigated 0.00 ro-Im vie.....:.._ I., , --- 10% for Green Mountain • 9 6 ALLOTMENT ORDER A ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT GRACE CHURCH OF THE ROARING FORK VALLEY, INC. CONTRACT NO. 556 Application having been made by or on behalf of Grace Church of The Roaring Fork Valley, Inc. and hearing on said Application having been duly held, it is hereby ordered that said Application be granted and that the attached Water Allotment Contract for 0.033 cubic feet of water per second from the District's direct flow rights and 1.8 acre feet per year of storage/augmentation water owned or controlled by the District is hereby approved and executed by and on behalf of the Basalt Water Conservancy District, for the beneficial use of the water allotted in the attached Contract, upon the terms, conditions and manner of payment as therein specified and subject to the following specific conditions: 1. The Applicant has acknowledged that the land to be benefited by the attached Contract is described on Exhibit A attached hereto and incorporated herein by this reference. 2. The Applicant shall maintain its Association in good standing and shall be responsible for the ongoing payment of charges due under the approved Contract. Applicant shall give notice of the obligations of this Contract to purchasers of all or any part of the property served by this Contract. In the event of the division of the property served by this Contract into two or more parcels owned by different persons, the Applicant shall establish a Homeowners Association or other entity acceptable to the District for the ongoing payment of charges due under the approved Contract following subdivision of the property. The Applicant shall give notice to purchasers of all or any part of the subject property of the obligation of this Contract, and shall record such notice in the records of the Clerk and Recorder of Pitkin County, Colorado. Applicant and his successors and assigns shall comply with all rules and regulations now existing or hereafter adopted by the District, including enforcing payment of charges due under the approved Contract by present and future owners of all or any part of the real property served under this Contract. 3. Any allotment of less than 1.0 acre foot of storage water in Paragraph 1 of the attached Contract shall be deemed 1.0 acre foot for purposes of establishing the annual water service charge for such water allotment. 4. Applicant has represented to the District that the proposed use of the land to be benefited by the water allotted hereunder has been approved by the applicable governmental authorities having jurisdiction over such land use and by executing the attached water allotment contract warrants to the District that the lot or parcel to be benefited hereunder is legally subdivided. Allot OM*r A M9% SJMMdm - 1 - am • 5. Any well permits issued on the basis of this Allotment Contract shall be applied for and issued in the name of the Applicant. 6. By acceptance of this Contract, Applicant acknowledges that within two years of the date hereof or such later date as the District may approve, the Applicant shall file with the Water Court of Water Division No. 5 a water rights plan of augmentation for utilization of water allotted hereunder at the location and for the purposes hereinabove set forth, or the Applicant's water allotment as provided in this Contract may be included in a water rights plan of augmentation to be filed by the District with the expenses thereof to be shared prorata by the Contract holders included in such plan, provided that inclusion of the Applicant's water allotment in the District's plan of augmentation shall be at the District's sole discretion. In the event the District includes the Applicant's water allotment in the District's Application for a plan of augmentation, the Applicant acknowledges that execution of the subject contract constitutes waiver of any notice of the application for the plan for augmentation by the Water Referee or the Water Clerk under C.R.S. § 37-92-302(3)(c)M. Applicant will provide such information and assistance, including testimony, as may be needed for judicial approval of the plan. The District makes no warranty that it will secure approval of the plan. The District may establish an augmentation plan fee to be paid by the holder of any Contract or amended Contract to be included within a plan of augmentation to be filed by the District, which fee shall be payable in advance of the inclusion of such Contract in a District plan of augmentation and may be based on the District's good faith estimate of the anticipated expense of such plan of augmentation. If such augmentation plan fee paid by a Contract holder exceeds the Contract holder's prorata portion of the actual expenses incurred by the District in completing said plan of augmentation, the District shall refund such excess to the Contract holder. Conversely, if such augmentation plan fee paid by the Contract holder does not cover the Contract holder's prorata portion of the actual expenses incurred by the District in completing said plan of augmentation, then Applicant shall pay the remaining balance of its portion of the actual expenses upon the District's providing the holder with a statement for the same. To the extent that the District is caused additional costs because of objections filed specifically due to the inclusion of Applicant's Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a prorata basis by all Contractees. 7. This Contract is conditioned upon and water may be delivered hereunder only in conformity with a water rights plan of augmentation decreed by the Water Court of Water Division No. 5. Any and all conditions imposed upon the release and diversion of the water allotted hereunder in the decree of said Water Court shall be incorporated herein as a condition of approval of this Contract. Granting of this Allotment Contract does not constitute the District's representation that the Applicant will receive a well permit or water rights decree for the land to be benefited hereby. Allot Order A x5565-3M8.doc —2— I N 8. If Applicant intends to divert water through a well or wells, Applicant shall provide the District a copy of Applicant's valid well permit for each such well before the District is obligated to deliver water for the benefit of Applicant hereunder. Applicant must comply with the well -spacing requirements set forth in C.R.S. §37-90-137, as amended, if applicable. Compliance with said statutory well -spacing criteria shall be an express condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. 9. The District may establish an augmentation plan fee to be paid by the holder of any contract to be benefited by a plan for augmentation filed by the District, which fee shall be payable within thirty (30) days following the District's statement(s) to the Applicant and may be based on the District's good faith estimate of the anticipated expense of such plan of augmentation. If such augmentation plan fee paid by a Contract holder exceeds the Contract holder's prorata portion of the actual expenses incurred by the District in completing said plan of augmentation, the District shall refund such excess to the Contract holder. Approved this I eday of June, 2008. Attest: By: v Chad J. Tke, Secretary Allot OedvA #5565 3U%A. MAW BASALT WATER CONSERVANCY DISTRICT By: atwa 6-t.t Arthur Bowles, Vice president -3- 0 0 EXHIBIT A A PARCEL OF LANA SITUATED IN TRACT 62, SECTIONS 12 AND 13, TOWNSHIP 8 SOOTS, RANGE 87 NEST OF THE SIXTH PRINCIPAL MERIDIAN, PITKIN COUNTY, COLORADO, LYING EASTERLY OF TEE CENTER OF SOPRIS CREEK, NORTHERLY OF THE CENTER OF NOME SUPPLY DITCH, ANO SOUTHERLY AND WESTERLY OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE SOUTHERLY LINE OF SAID TRACT 62, SAID POINT BEING IN THE CENTER OF SOPRIS CREEK, WRENCH ANGLE POINT NO. 4 OF SAID TRACT 62 BRANS NORTH 89 DEGREES 02' WEST 1781.32 PERT; THENCE NORTH 39 DEGREES 28' EAST 28.42 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORIA 08 DEGREES OB' EAST 49.50 FEET ALONG THE CREEK; CENTER LINE OF SAID THENCE NORTH 42 DEGREES 31' EAST 16.28 FEET ALONG THH CENTER LINE OF SAID CREEK; THENCE NORTH 65 DEGREES 46' EAST 43.86 PRET ALONG THE CENTER LINE OP SAID CREEK, THENCE NORTH 31 DEGREES 11' EAST 88.84 PERT ALONG TIE CENTER OF SAID CREEK; THENCE NORTH 21 DEGREES 39' WEST 73.16 FEET ALONG THE CENTER LINE OF SAID CREEK, THENCE NORTH 02 DEGREES 32' EAST 68.07 FEET ALONG THECENTER LIMB OF SAID CREEK; THENCE NORIA 07 DEGREES 57' WEST 137.32 FEET ALONG THE CENTER LINE OF SAID CREEK) THENCE NORTH 09 DEGREES 12' WEST 71.01 PERT ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 66 DEGREES 22' WEST 69.86 PRET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 23 DEGREES 18' WEST 149.16 PEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 12 DEGREES 45' WEST 54.34 FEET ALONG TRE CENTER LIME OF SAID CREEK, THENCE NORTH 06 DEGREES 45' EAST 93.65 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 22 DEGREES 50' EAST 61.85 FEET ALONG THE CENTER OF SAID CREEK; THENCE NORTH 09 DEGREES 07' EAST 82.04 FEET ALONG THE CENTER LING OF SAID CREEK; THENCE NORTH 13 DEGREES 49' WEST 62.52 PRET ALONG THE CENTER LINE OF SAID CREHKI THENCE NORTH 29 DEGREES 03' EAST 20.59 FEET ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 07 DEGREES 10' EAST 152.20 PEET ALONG THE CENTER LINE OF SAID CREEK, THENCE NORTH 07 DEGREES 36' WEST 60.53 PEAT ALONG THE CENTER LINE OF SAID CREEK; THENCE NORTH 16 DEGREES 24' EAST 103.21 FEET ALONG THE CREEK LINE OF SAID CREEK TO A POINT ON THE SOUTHERLY LINE OF SAID ROAD, TRENCH NORTH 89 DEGREES 14'28• EAST 567.30 PRET ALONG MR SOUTHERLY LINE OF SAID ROAD, THENCE SOUTH 72 DEGREES 47'02• EAST 330.76 FEET ALONG THE SOUTHERLY LINE OF SAID ROAD; THENCE SOUTH 57 DEGREES 54113" HAST 64.91 FEET ALONG THE SOUTHWESTERLY LINE OF SAID ROAD; THENCE SOUTH 00 DEGREES 15'57` EAST 836.47 FEET ALONG THE WESTERLY LINE OF SAID ROAD TO A POINT IN TRE CENTER OF SAID DITCH; THENCE SOUTH 71 DEGREES 04148- WEST 57.41 FEET ALONG THE CENTER LINE OP SAID DITCH, THENCE SOUTH 78 DEGREES 16-46- WEST 313.81 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 73 DEGREES 15'32• WEST 202.11 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 68 DEGREES 29108^ WEST 161.50 FEET ALONGTHE CENTER LINE OF SAID DITCH; THENCE SOUTH 43 DEGREES 34'06• WEST 160.98 PERT ALONG THE CENTER LINE OF SAID DITCH; 0384519 JC 1 C, EXHIBIT A • THENCE SOUTH 73 DEGREES 57'30• NEST 47.71 PEET TO A POINT IN THE CENTER OF SAID CREEK, THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PARCEL OF LAND CONVEYED BY DHED RECORDED SEPTEMBER 23, 1971 IN BOOK 258 AT PAGE 60 UNDER RECEPTION NO. 147650 DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN TRACT NO. 62 OF SECTIONS 12 AND 13, TOWNSHIP 8 SOUTH, RANGE 87 NEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF THE SOUTHERLY RIGHT OF NAY LINE OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE, AND EASTERLY OF THE CENTER LINE OF SOPHIE CREEK, SAID PARCEL BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE CENTER OF SAID CREEK, WHENCE AN IRON POST WITH A BRASS CAP FOUND IN PLACE AND PROPERLY MARKED FOR ANGLE POINT NO. 4 OF SAID TRACT 62 BEARS SOUTH 62 DEGREES 16'06" NEST 1871.31 FEET, THENCE NORTH 09 DEGREES 07100• EAST 59.45 PEET ALONG TBE CENTER OF SAID CREEK; THENCE NORTH 13 DEGREES 49100" WEST 62.82 PEET ALONG TME CENTER OF SAID CREEK; THENCE NORTH 29 DEGREES 0310D` EAST 20.59 PRET ALONG THE CENTER OF SAID CREEK; THENCE NORTH 07 DEGREES 10100• EAST 152.2D PEET ALONG TNR CENTER OF SAID CRERK; THENCE NORTH 07 DEGREES 36'00• WEST 60.53 FEET ALONG THE CENTER OF SAID CREEK; THENCE NORTH 16 DEGREES 24100" BAST 103.21 FEET ALONG THE CENTER OF SAID CREEK TO A POINT ON THE SOUTHERLY RIGHT OF NAY LINE OF SAID COUNTY ROAD, THENCE NORTH 89 DEGREES 14128• EAST 387.37 PEET ALONG THE SOUTHERLY RIGHT OF NAY LINE OF SAID COUNTY ROAD, THENCE SOUTH 00 DEGREES 05'51" BAST 457.15 FRET; THENCE NORTH 89 DEGREES 25151• NEST 432.67 PEET TO A POINT IN THE CENTER OF SAID CREEK, THE POINT OF BEGINNING. COUNTY OF PITKIN, STATE OF COLORADO. 0384519 9 0 Rose Ann Sullivan From: Lance Clarke� SL • �o / Sent: Thursday, October 30, 2008 2:07 PM �YD y I'' 1p,s�� To: Rose Ann Sullivan I 0> Subject: RE: Water Supply - Grace Church !, 0 ,, ��p Its sounding good to me. From: Rose Ann Sullivan Sent: Thursday, October 30, 2008 2:00 PM To: Lance Clarke Subject: RE: Water Supply - Grace Church eir4 v HCl/ /0 Yes - per the way we'd typically handle our review of an application for an OWTS permit. We have never held anyone up to seek the add'I assurance of coverage under a decreed augmentation plan once they establish they are covered by a BWCD contract. (In this case I was told that the Church would be included in an "umbrella case" the BWCD currently has pending). N% oa, —c;w 77 The only thing we don't have is a well pumping report, which I'm sure we could obtain from the engineer if needed. I won't know until I talk to Carla tomorrow if that's really needed, however, given the State's approval of the public water supply. She will be more familiar with what Mark Kadnuck at the State had in front of him for review when he made the determination to approve it. My guess is that there will be no reason to bother asking for it. And as always - I make no comment on the LUC requirements here. Rose Ann Sullivan Environmental Resources Manager Pitkin County Environmental Health & Natural Resources Department 0405 Castle Creek Rd, Suite 10 Aspen. Colorado 81611 Phone: (970) 920-5073 Fax (970) 920-5077 www aspenpitkin. com From: Lance Clarke Sent: Thu 10/30/2008 1:46 PM To: Rose Ann Sullivan Subject: RE: Water Supply - Grace Church So, water may be good to go? From: Rose Ann Sullivan Sent: Thursday, October 30, 2008 1:46 PM -7-71 To: Lance ClarkeIDr? Cc: Carla Ostberg 5 `G ('py 1a Subject: Water Supply - Grace Church q q Just FYI - I did speak w/Resource Engineering today & confirmed that Grace Church does have an approved BWCD contract, as indicated in the paperwork we received. My understanding from the phone conversation I had is that they have requested coverage under that contract to accomodate future use on the site (i.e., the ability to accomodate up to 300 persons). 1 'r MEMORANDUM To: Ezra Louthis, Community Development Department From: Carla Block, Environmental Health Department Date: April 13, 2004 Re: Grace Church Special Review, 1041 Hazard Review, CDU Parcel ID # 2465-132-00-014 SUMMARIZE APPLICATION: The applicant is proposing the development of a Church and associated facilities on approximately 17.4 acres of land. Facilities on the property will include a historic park, sanctuary (main church), accessory office and classroom, a caretaker dwelling unit, and a creekside chapel. Approximately 1.1 acre will be made available to Pitkin County Public Works for relocation of their fueling depot. The Pitkin County Environmental Health Department has reviewed the details of the Grace Church Special Review application under the authority of the Pitkin Cou=Land Use Code and has the following comments. ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-170 and 3-70-100: The applicant has stated that a community water system will be constructed. A community water system is defined by a system that serves at least 15 service connections used by year- round residents of the area served by the system or regularly serves at least 25 year round residents. Given the application did not mention full time residents aside from the caretaker, the water system would more appropriately be considered a transient, non -community system. A transient, non -community system is defined as a non -community water system which does not serve 25 or more of the same people for 60 or more days per year. These definitions come from the Colorado Primary Drinking Water Regulations, effective January 30, 1999. All non- community water systems must be approved and permitted by the State of Colorado Water Quality Control Division. This process can be lengthy; therefore, the state should be contacted as soon as possible. The applicant must document to the Environmental Health Department that any well(s) on the property meet required setback distances from the septic system(s) prior to issuance of septic system permits and building permits. Pitkin County Land Use Code requires that the well site be within the building envelope. The applicant should ensure that the water quality is acceptable by having it tested by a lab for bacteria (coliform). This can be done locally at the Snowmass Water and Sanitation District or Aspen Consolidated Sanitation District. Rimed o. HnY� Paper 33 0 0 'r We recommend low water landscaping (xeriscaping), with the timing of any sprinkler systems decreased for low water plants. Contact the Colorado State University Cooperative Extension office or Denver Water Board for more information on xeriscaping. Condition of approval: The applicant must provide plans for the non -community water system to both the County Environmental Health Department and State of Colorado Water Quality Control Division. Approvals and associated permits must come from the State of Colorado Water Quality Control Division. SEWAGE TREATMENT AND COLLECTION: Sections 2-180 and 3-110-050: The applicant has stated that the facilities on the campus will be served by Individual Sewage Disposal Systems. It is difficult to determine the potential flow on the campus based on the information provided in the application. Each facility must be sited for specific uses and the flows assessed accordingly. It was stated, however, that domestic water usage would be between 2000-3500 gallons per day. Systems on one parcel handling flows exceeding 2000 gallons per day must be approved and permitted through State of Colorado Water Quality Control Division. There are several options for sewage disposal on the property. 1) Check into the feasibility of connecting into an existing sewage treatment plant and becoming part of that metropolitan district. 2) Work with the Water Quality Control Division to develop plans for a wastewater treatment plan on-site. 3) Separate Individual Sewage Disposal Systems on the parcel, each not to exceed 2000 gallons per day, providing adequate zone of influence between each system, and meeting sufficient setbacks from water wells and water courses. If Individual Sewage Disposal Systems are chosen as an option, profile holes in the areas of the proposed systems will need to be evaluated at a time of high groundwater or spring runoff. Soil testing was done in early November, when groundwater influence is minimal. All systems installed within Pitkin County require septic permits issued by the Environmental Health Department, and the State of Colorado, if applicable. The County cannot issue building permits until a septic system permits have been obtained. Condition of approval: The applicant must present actual uses for the facilities on the campus so flows can be assessed. Design of the system(s) must comply with state and local regulations. WATER RESOURCES IMPACTS: Sections 2-140 and 3-70-050 and 3-70-100: This application should not impact down stream water quality if the setbacks between the septic system and physical features comply with the Pitkin County Individual Sewage Disposal Regulations. The Environmental Health Department's mission includes to preserving and protecting the quality of Pitkin County's water resources. Since a large percentage of the population is Pmi4d an Recycled Peper 3�1 dependent upon water from wells, elimination of groundwater pollution, and protection of aquifers and their drainage areas are of utmost importance. Roofs and asphalt areas can be non - point sources of water discharge that can contaminate water supplies. This Department recommends that non -point sources of discharge be retained on the property of origin. To accomplish this, the owner can use landscaping, drainage patterns, detention ponds, and/or dry wells for containment of water runoff from buildings. AIR OUALITY: Sections 2-130 and 3-60-020: This project is expected to generate more vehicle trips to the parcel than past uses, and therefore contribute to an increase of PM10. The Environmental Health Department is working to develop a cash -in -lieu program that would generate funds that would be pooled and earmarked for PM10 mitigation purposes. It is planned that the cash -in -lieu formula will be reasonable, have a rational basis and be uniformly applied throughout the County. Based on the assumption that the program will be instituted, the subdivision agreement could require that each lot owner make a PM10 cash -in -lieu payment to the County prior to issuance of a building permit for their respective residence. Should the program not be instituted, the applicant should cooperate with the Department to determine an alternative, mutually acceptable mitigation proposal. CONDITION OF APPROVAL: Work with the Environmental Health Department to determine an approximate number of vehicle trips which will impact the area. A PM - 10 mitigation plan developed following evaluation of impact. FUGITIVE DUST CONDITION OF APPROVAL: A Fugitive Dust Control Plan for Land Development must be completed and submitted to the Environmental Health Department for approval. CONFORMANCE WITH OTHER ENVIRONMENTAL HEALTH LAWS: The Grace Church parcel includes 1.1 acre for Pitkin County to relocate its fueling station. This fueling station is addressed in a separate application. CONDITION OF APPROVAL: Please see comments associated with the Pitkin County application for the fueling station. NOISE CONDITION OF APPROVAL: Construction work must comply with the Pitkin County Noise Abatement Ordinance. This includes the provision that no construction noise is allowed in residential districts between the hours of 7 pm and 7 am, and no noise is allowed on Sundays and federal holidays. Please refer to Title VIII of the Pitkin County Code, Noise Abatement. G:\1ur\boi1erp1ate\simp1ified boilerplate.doc panted on Reryded Pape+ J. IN THE UNITED STATES DISTRICT COURT FOR THE DISTRICT OF COLORADO .,� .y.;,;;,,;:a. ��•`� Civil Action No. 06-cv-01673-RPM J `I 1,229 GRACE CHURCH OF THE ROARING FORK VALLEY, GREGi;,4. `'' LAN CLERK A Colorado Non -Profit Corporation, TERRY MANER and E. WAYNE STARR, as members of the Church and participants therein, Plaintiff, V. COUNTY OF PITKIN, STATE OF COLORADO; DOROTHEA FARRIS; JACK HATFIELD; PATTI KAY -CLAPPER; MICK IRELAND; MICHAEL OWLEY; inclusive, individually and in their official capacity; and TOWN OF BASALT, PLANNING & ZONING COMMISSION, BASALT, STATE OF COLORADO. Defendants. STIPULATED NOTICE OF SETTLEMENT AND ORDER The parties in the matter have reached a settlement of all claims for injunctive relief in this matter as a result of the bifurcation ordered by this Court on July 12, 2007. The Pitkin County Board of Commissioner voted and approved Resolution No. 005 - 2008 (attached hereto) granting Plaintiffs their special use review application as summarized and reflected therein. This matter was set for a four (4) day trial to the Court to commence on January 14, 2008. All of the declaratory and injunctive relief claims that were to be heard are now mooted by the issuance of the permit and any injunctive relief under RLUIPA is foreclosed under 42 U.S.C. 2000cc-3(e). The parties hereby request that this trial be vacated from the Court's refM i36 ,-?6 Plaintiffs claims of Religious Land Use and Institutionalized Persons Act of 2000 - 42 U.S.C. §2000cc(b)(1), (2) and (3) ("RLUIPA") and Civil Rights violations as to declaratory judgment and injunctive relief only have been resolved; however, claims for damages under RLUIPA, the Civil Rights Act, free exercise of religion, freedom of speech and freedom of assembly, due process and unlawful taking, equal protection, free exercise/free speech/freedom of assembly/equal protection act, remain. The parties hereby request that this Court schedule a status conference to set a new trial date and a pretrial conference for the next phase of this case. It has been informally agreed between the parties that settlement discussions will continue to resolve the remaining claims; however, in the absence of such resolution, a formal trial date scheduling will be necessary. SUBMITTED this 10th day of January, 2008: _s/ Robert A. Lees Robert A. Lees ROBERT A. LEES & ASSOCIATES 5290 DTC Parkway, Suite 150 Greenwood Village, CO 80111 Phone: 303-292-1020; Fax: 303-379-4735 Attorneys for Plaintiffs '24 +01 _s/ Thomas F. Smith AUSTIN, PEIRCE,& SMITH, P.C. 600 E. Hopkins Avenue #205 Aspen, Colorado 81611 Phone: 970-925-2600; fax: 970-925-4720 Attorneys for Defendant Planning Zoning Commission, Town of Basalt, Colorado _s/ Josh A. Marks Josh A. Marks Berg, Hill, Greenleaf & Ruscitti, LLP 1712 Pearl Street Boulder, CO 80302 Phone: 303-402-1600; Fax: 303-402-1601 Attorneys jar Pitkin County Defendants _ - Cm APPROVED AND ENTERED THIS day of January, 2008. BY THE COURT: w..ivW Z-Z� Richard P. Matsch U.S. District Court Judge 3C) CM 4 - :45UMAJAMM 0gM2pW RM ®1H 06 Pt10e 4 0t A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITEIN COUNTY, COLORADO RE-EVALUATING ITS PREVIOUS DENIAL OF A DEVELOPMENT APPLICATION SUBMITTED BY GRACE CHURCH AND APPROVING WITH CONDITIONS THE PREVIOUS APPLICATION.OF GRACE CHURCH FOR SPECIAL REVIEW, GMQS EXENITTION FOR AN ESSEN'T'IAL COMMUNITY FACILITY, 1041 HAZARD REVIEW AND CONCEP'T'UAL SUBMISSION RESOLUTION # Q75 4D08 RECITALS 1, Grace Church of the Roaring Fork Valley, Inc. ("Applicant') has applied to the Board of County Commissioners of Pitkin County, Colorado ("BOCC') for special review, GMQS exemption for an essential community facility, 1041 hazard review and conceptual submission. Z The property is located at the intersection of Emma Road and Sopris Creek Road and is more specifically described in Exhibit "A". 3. The BOCC previously heard this application at public hearings on March 23 and May 11, 2005, at which time evidence and testimony were presented to the BOCC regarding this application. 4, The BOCC has been involved in litigation with the Applicant in the United States District Court. The presiding judge has clearly intimated that the action of the BOCC constituted a substantial burden on the free exercise of religion. 5. The BOCC is undertaking this re-evaluation of its previous action in order to preserve the constitutional rights of all citizens and to adhere as closely as possible to the tenets of the County Code and its adopted master plans. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Pitkin County, Colorado that it does hereby re-evaluate its previous denial and approves with conditions the previously submitted original application of the Applicant, summarized as follows: RECEPTION#: 545760.01/101204 at Improvements: 03:19:67 PM, 1 OF 6, R 40.00 Doc Code RESOLUTION • 8,800 square foot sanctuary and chapel Janice K. Vos Caudill, Pitkin County, CO e 2,400 square foot residential structure • 3,800 square foot expansion structure • Allowing for 500 square feet of sub -grade space and 197 parking spaces • With the elimination of the previously applied for creek -side chapel and creek - side improvements; community gardens and orchards �4��� 3s tin C9�d0iW1BM ljs2 Fijladl0Vn Page 2 of S Reso ution No. 3 2008 Page 2 • Providing for the removal of all existing buildings on the property These improvements are generally depicted on Exhibit "B". 2. This action of the BOCC is taken pursuant to 42 U.S.C. § 2000cc-3(e). 3. This approval is conditioned open: (a) Adherence by the Applicant to all material representations made within its ap lication and attha vious public he (b) Vacation al currently set in the United States District Court for January 14,2008; (c) Completion and execution of an agreement between the BOCC and the Applicant that consists of the following terms in a form acceptable to the County Attorney: • Grant of one -acre to the County by the Applicant to be located in the northwest comer of the property. One half of this acre to be used for a County fuel facility and one half of this acre to be used for public parking servicing the Rio Grande Trail and Emma Schoolhouse. • Grant of a covenant to the County by the Applicant restricting the property to the above-described improvements. Terms of the covenant shall run for ten (10) years and then bind the property to the application of the Land Use Code thereafter in perpetuity. • The payment of reasonable, fair -market value for the above-described covenant to the Applicant by the County in an amount not to be less than $350,000. • Dismissal of all current state court appeal; between the BOCC and Applicant. • Payment by the County to the Applicant of all attorneys' fees and costs in association with the currant U.S. District Court case incurred by the Applicant. NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY ON DECEMBER 9, 2007. APPROVED AND ADOPTED AT PUBLIC HEARING ON JANUARY 9,20M. 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Illlllllm 7 �� ---------------------------- Ora. we/a.lr raaw.a oaYd � yr!l.f.P IMddudVrI.M T Tm ". luH+! s.Po- i; 10 _�l.m✓.mYb e. ol.Peell rtM 11w CWehtilb.....vrv.. Imm /wr.�IwmMbn Y. . bA :nWr�mw.db .aWY Mrlw 1]%N OalPwq�:.y.oe4 Y]a. Pw]ISS' O- T I 1 A=1.4(2x ,) I '8. %- H]L! hdawrvn.�a ! 10x0 6 . Prv�W ]lHR4 qk. IrYM!]Yeu: S%6Jalen O PmpweBYWciYnY.Ma1t12m4wLfIX% I — r .r....sy]peM6Ntlaiab...pl.a Ire rYJwwbbtgpga�d b.M.wp Y. A IIg1WT06 PIlN ea ItlnnogP:.adaa:l nl.n odaY dY y!] t' d nm nYYaA P1ma.l mMaaoda. cn..ea. p%Vm�Y.Pda Pal PrtIPIMMGCIwmC W llrbrmuae II.11GV LdMid. ]ma a.L.dld%r.b 4an'EiLlad.- f]lae vu an Sa pi: bay N ls! ya.. Ir.a.vd m.d! ['wYy. GYvll rt!)f - sascm.wr]aaaM.naw T.l l.a ]Ma, My�lev Dy�!!l.aY x..a.alada v+ala.. r F.la - afiN fMlan!!aF _ �'a4..ia Ram ]IR IY 6 6J +IYe wYlw. iwnrw dM 9mM rv�^6tp6a ---------------------------- / l I I 1 LEGEND I '8. PwmlYin letlttlf laals MNrtlw. 1 — —..— �O Pgaal NaHn. sownG..]]sr PnPa.CEWl.rnx. ore ltlx]wy.I. FI%v %yk�mml O PmpweBYWciYnY.Ma1t12m4wLfIX% I — r ' — plea.! lig. &n.WPYCE111nrdFm M.N 1 a glga.J l]ld.3ai. Y4 P/CFmbY00WIdNon Pker 1 I R I P1ma.l mMaaoda. cn..ea. p%Vm�Y.Pda Pal PrtIPIMMGCIwmC I «mss.- za.alaao.uo.a Pm.mee PYsyal - 0.n.Y YI Geu G.,ra 1 11 i 1 I � 1 PilOall !0.M.. t sa `— Sa w:c paN�.IM Di4Aulbn sa ml.'a. Mi.a x gin: MMva: mwY aw*aa. ml.r GRAPHIC SMEINFEET CMiWPrvIMFWI.I �1I REL 0 0 0 I ti I 1 G A M B A R ASSOCIATED CONSULTING ENGINEERS 4 LAND SURVEYORS PHONE: 970/9415-2550 PAx: 970/945-1410 118 NINTH STREET, SUITE 214 P.O. Box 1488 GLENWOOD SPRINGS, COLORADO 8 1 602-1 458 J C0 November 6, 2012 Pitkin County Environmental Health 76 Service Center Road Aspen, Colorado 81611 By mail, copy by email. RE: 1776 Emma Road, Parcel Number 2465-132-00-014, OWTS Permit 08065. To Whom It May Concern: We have inspected the OWTS system constructed and installed at 1776 Emma Road for the Grace Church of the Roaring Fork Valley and have found the system to be in substantial compliance with the plans and permit. At this time we know of no issues relative to this system that would prevent it from being put into service in accordance with the approved plans and permit. Please contact us if you have any questions, or need additional information. Please provide the final permit to: Terry Maner at: tmaneracomcast.net. Please forward a copy of the final permit to the following email addresses. alexroof@sooris.net m ag mbana gambaen ing eering.com Sincerely, Gamba Gamba, P.E. & P.L.S. 28036 Enclosures: As -built OWTS plans. cc: Terry Maner, Jim Alexander (both by email) H:\03448\04\1SOS\OWTS final observation 20121106.doc 1776 Emma Road, Grace Church of the Roaring Fork Vallev Final OWTS Permit Request November 6, 2012 Page 1 of I ------ - - - - - - I i -N'0 —89916'E__' 17993' ----- -- BOUNDARY/IMPROVEMENT S ," A PARCEL OF LAND SITUATE IN TRACT 62 IN SECTION 12 AND IlV SECTION 13 TOWNSHIP 8 SOUTH s1 �AN Irly nxlR rvAl �YY ` USO1DBmftm 4 COP £w FA"qw— mM1O/The 69 famd in %o¢ USOLO@ .Cp F¢ Aryl. Fw. I Oft 62 FgmE in Pb¢ sEl .le 8--- + im.ls --- . I I 1 i 1 RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDL4N,� COUNTY OF PITKIN, STATE OF COLORADO 1 J bae I C drew s.P ��—mac 1 I 258,P age 258, Page �•�' 8P... 4W Nae ] vm9ae us21 — was I 1 '/.�' Reo pnln No. 19)650 Recep 99. 9rxn i mr Port lis I P1 1 1 3'ID.So'W I 'firtrAine P AAAD CM 1 oJNwne SuPPly l%IM LSM.3PALONOIHEBISIPRLYI OF9UBIECPPA9TL a 2.1OA)POPSUBVEYWAS"M21.2002. /�K9'�•W JJ 'BffS sURVBr rs BASAD ON A FTIIB WI09TIT.NI PREPARED BY LAND ITIIL' GUAAAMPS LOIOANYORDER N. 098911$ DOCUMBNISOF RECORD AIYD LOHUN8Nf5 NUND IN PDACE AS A311UTED MIREON. u i Owe'SiO�°5�'rmd "'.w 1 / Kms"• \ fA1 ^'� 18.558 Acres t f ( 1 889909b'b 93].6T I�dPw 1!c'mi6 I rwrl.rw. I---------_ _____ ______u _ann NrA/Yr I 1 I ! / I Y / I / frdiol I i1T1.13' \\ vxa Y Y 1 1 I �YY ` USO1DBmftm 4 COP £w FA"qw— mM1O/The 69 famd in %o¢ USOLO@ .Cp F¢ Aryl. Fw. I Oft 62 FgmE in Pb¢ sEl .le 8--- + im.ls --- . 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FORANO ON ONBB OF BOOX¢IF£SURVEYURVEY SBRVMFS,WG BOOS "My SERVICE. BIC. 136 8AST TRERD STREET fi / =Dfi D Elmo BOUNDARY/IMPROVEMENT SURVEY PN.(970) 825-1330 FAX(970) 625-2T/3 M 2 2000D� Rte,. Fw91ECT N0. x.01 .IOHI A10 ELQABEIIi C!'HJIG Tr76 EMA ROAD 9 m I BASALT, COLORADO 61621 a 1 I ROOM No. ROOM NAME NET AREA GROSS AREA OCCUPANCY Load Factor 100 VESTIBULE 115.70 122.53 B 1/100 101 UTILITY 61.17 64.78 B 1/100 _ eloopentrn OD�� - I , B GA QALY. REFLECTORQED WHITE-BRCLUDING FASTCNERSI PAINTED. W/ 3- RAO. CORNERS. MNMN1 SIZE. 10 SO. N. INTERNATIONAL SYMBOL OF ACCESSWLITY AND GRAPHKS. 03 -T/11' NA x 3/&- AEEL METAL SCREWS. VAN SINN WHERE OCCURS, 1-H PANEL W/ ]-H OEM LETTERS ON WHITE BA"GRONIO, GA./FN L ATTACK PER W. AGN Y DIA, CAM STEEL STO. PIPE POST MOUNT ON BNLONG WHERE POSSIBLE. CONC. SIDEWALK r -O. CEA CONE. FOOTING n D.A. PARKING SIGN SCALE: VT 1'-0' MMR IRAFN[-PM110 eYll0.1161p1. eLLF SAM e.nGRewB NOTES: V ASL STKWS TP BL r W a PIA'/RE 1K RI COATS 6 MI�.PAANT OL. R LOCATE SYMBOL AT CENTER CF STILL WHINE SNOxx ex TK STE K. n ACCESSAB I L I TY SYMB . SCALE: AI msAnm unss a.Al_ I °'-0' r -ISL--: PANms .mN, mm -AuW ivP GROOn ORA& T. � C W CAL UM � avm me � AANP r Nit W[ rAIRB sT . mm m PARKING STALS SAW SII SYr. UNA 2 VICINITY MAP JUN Community �YA A T.' SR RAmE-PSAT aK A TERAITaxAL SRB0. ♦ • i �' --• IN IER530&RY N rd 0,xAx. VAN PARKING n SITE PLAN e! m � _ IS o I-lX LLCL)L �O Y W � I 1 W � U J W U N Q K U) 1 ` a O N E � N E ' N I mYTe% d O L!3 Q i rvr>v..o� m O o J — N a o 6 O•. /�E/'� I w � ON v / 900 Z < x � i �gi N CM V 8 T'\ Pitkin a r County " JUN Community �YA A T.' SR RAmE-PSAT aK A TERAITaxAL SRB0. ♦ • i �' --• IN IER530&RY N rd 0,xAx. VAN PARKING n SITE PLAN e! fi in QUnty JUN 12 2008 1U �U� U� IU ACU U �,�N LEVEL PLAN 2006 IS E am � O L!3 a m In i�Nm a a�n .nr 'm O of m ry a o C O = M W c o W N Q I- n U � e m 4 2006 %a I r.ranan— I �� PLAN scue: 3ns•. r -a• I I I I I I I Ll I I I I I I I I I I I I I vi 1 I III I I I I i 0 I I I I I I I I I I I I I I ® 20 OF, P 9 m m m m IS E - K. LL cu � L - _ o S IJ M S U W U Q t7 E N E m Y 6 P o v . 1 i�Nmay. .oma m.O r a ¢ o � m o N W sc VI N }a Pitk?n Cd'u t} y JUL. ,12200@ CO� -.m— . _ - _ r- .o wuc s>oFtrv¢� _ _ _ _ �mnn weal v � 0®®52008 � E P O m E _ m W LL- Q� L v— O 2 U U W U Q Uj �LWEST ELEVATION �E SOUTH E SLICE: 3/16'+ i-0" N E `m 6 O "6 y . . . . . F V m �n a i�Nm>u+.or m Q c J ¢lmlr a ¢ J a in E o N fa N o e s s \ Pitkin Cony CV I Q 0 c V. EMMA BOM 1776 EMMA ROAD a IS so 100 INNER looll Smlm One Inch equ04 fifty 7 et 8,800 square feet 3,800 square feet 2,400 square feet 15,000 square feet 197 spaces maximum CHURCH OF THE ROARING FORK VALLEY CONCEPT MASTER PLAN A WOLOTION OF TEX BOARD OF COUM COMMISB20NERS OFFFrXWCOUNTY, COWRADO R VALUAMGTTSFRMOUSDENIALOfA DEVELOPMLNF AFMCATION SU RNUrTCD BY GRACE CHURCH AND AFPROVEOG Wr'IH CONDFI'IONS THE FEEVIOUS APPLICATION.OF ORACR CHUB® TOR SPEC W,REWW,GMQSEUWnONMRANESSEnIAL COMIdUTTTY FAMM,1041 HAZARD RBV@W AND CONCRFRIAL SORNUSSION RFSOLLMON SQ2t-20M MnAn 1. Oram Cls c of h RO lOg F.* V•HtF, ma C"A,*.W)Iwo Wp5WM90 Hoed o[COumy Com,Jmloam dNdtlO Cama. Colado CBOCC) f c 90 Ad aehw, GMQS ex .o. for as memOd m.-ity ho7ity, 100 hemdrmdew W moupul submieaOv. 2 Tba pmpenyb locatd 90e wmecdm OfFwmo Road and Sopw deck Pod cod is mom vmi imlly dmmlbd In Exhlbk`e. 3 Tbc BMC pmlaa, btld di. qoo we4Nic ba¢iupmMertB 2l and My 11, 2003,atwhiN tiro. evidenceed¢ ywee pre m the BOCC:e� thh apphmdm. 4. 7b BOX w brm i..id h Hdg.dam wiOJm App4rmt u Rm UaW Subs Dhabet Caul. Tmpesdu,gjvdphncledyivs®eW IhR the calm dOe BOCC caFiuerd • substmdd balm m dr fla aarire drJigbm 3. ibe BOCChvvdcrWm,g Rdsm<vawd0D0fih pmyi0m actloo landau Pm•r'^We crosHmSOmI righa ofJl Jr;.... edm adbue u clmdy tl pwabte b da aCN ofthe Covey Cd<ad ite dmlW auaa DVm NOWT REFORE,BR rf RESOLVED by the Bocaof Caw? Coos®saoamd mftsCamay,CJm4do tdemb•mbya>mlm<iu pmvlaudenlJ •rd eppava. with oditlom theymvlPmly mbmimd orig'uW eppliwi0o of0e Applir4at PsmnWxedm folbw: RFca9marr. s4fna nnm9M a 1. hvryov®mu ola. 10,.,R 10 $6 t .m 0<c Cedd• RaaoLuiWN 9,800 squu<fovt emclwry ed Lrya i"w• IC Vu GW4 RMn Lamry.CO 3,400 squma loo[ reMmtla samtaa All. -n qutic 50 a,Pen r6s evvume • AllOwhg fm 30hOoof fat of mbg Wllp ea a l9Ypamvgdand Vlrh Oe airmen ; dO<pmievJyµVHd fmaeek-Jds Jupd and arab ade uWloAemms: cavwmnq gtldw and acbe.Ys Rmdalm Na.006' 2008 --... _._._ ._•___.. Page 2 • AaWdlvg fm0<mmovJdWenahy bwltinp mOq popery ]hex ®Wor'mm+er. gmmHy depicxd m Ezblbir "B". 3. Ibh utiondtbe BGGG h okra pmsum m 41 U.S.C.12000m3(c). 3. 76h gpovJu cwbtlmd 1pom (a) Adbecmmby the AppEmam aH m.mW mpmm�amade wi0ivih (b)V•PPaiOO avJacmtheadl.. 3ar P0ubliIcOOW 14. MOB; 9mtm Dishia C.mlfa Jmvay IC) �PkGon cad mmmm ofas.p.,a, bemeca du BOCC s arhe Applicm 0m maJRs d 0e S DOwiee arvy is s Sim ac.peHc m 0e ComfyA r • O,mt Of-- 100e COmry by Oe A011.1 m be 1a fis db vvthwmr cmver Olthe 00Pah,ftOi, fofOis•me mh9used fm• s fuel RiilityadrmebJfof0)sammoLa9d Wpubhcpv8wg s Qt= Rio Gmd< COO and by Ap by ua sa • Camr da mvvumto Oc Comayby OeoOos d t mti mag lha ys, f. m*h1Jnvedma&00 Wadtao evn Toms vpcft emof O ren 0r Um (10) Yma and then bid the popatym0e spplimdoa aftbm W U. Code 0uf- m abKAry. • MpeymemO Appliasblafeb� ter velmlmtbea, w k I iba! 3350m 0e Applimet by 0e Ccvmry h m amamtmt b be leu rbm Dl mond afal m¢mt nD wwt ,Pe Mwme thr IiOCC uW APPEcm. • P.MW by lb. Qsuna mOe AP:Ewd Ofel evomeys•¢m ua mns is —dW- w30 the ammo U.S. Dlsbiq Coral ss mcwmi+,ythe Ap,ko= NOTICE Of PUBLIC EZARLNG PUBLUMD IPI THE 9$= TIMvc ON DBCNfB iR9, 200'f. APPROVED AND ADOFTW AT ,,LIC HK. G ON.IA;YCARV 9, 200E �BLLffiDA8[BADO/pONDy •FBE ASPeN TUfFS Wfe'ii.v ON 'NIL a m ¢ a m f m as A m E _ tj ` LL .E `, L ry ll q O Xv RPM Damma,112a-2 FYe001/1 ��No,M62008 P.,3d6 Pgc3 G�NTT ATTWr: BOARD OP COUNTY COMMI&00NER8 m E a N .E `, ry ll q O i C V V, a''g ¢ 61 N arm>,n .ur m Q c r 6 10 ¢ _J Q M W r Q s u tt E! ¢ Q RoE$ V) a Z ~ e ~ m N L tJ Of Firrso CouN ,COLOEADO JUS 12 1008 Community aamCa3e0v�m MJd, o Ament APPROVED AS rQ FORM: C 9 6 s Pitkin County Health Department Onsite Wastewater Treatment Systems (OWTS) _ Gravel less Infiltration S stem Individual Sewage Disposal/Treatment SystemTXRe: Se tic Tank O m A O Z Schwaller Well - Owned by Grace Church Ogg" •%y---... I • Pill ---------------------------- Rope / 1.25 -in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. III II1 Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY See Details, Sheet 3. III III 60 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 60 FEET CONTOUR INTERVAL = 1 FEET O ' K0 _... Project for Pitkin County and Septic Tank system Owner's Name and Address.: z ,,, _,:rm. ,>r �, `•ti; Number: 03448-04 1 Disposal? Ua Minimum Tank Capacity = 4,523.44 gallons (750 gallon absolute minimum) (military) (mm) (inches) (orches) Suggested Practical Tanks) 5,000.00 gallons Building Size (sq ft.): 8,600 10 gallons/person/day .Yes Garbage Disposal? (Y/N) 10.00 Trench, Seepage Bed, Sand The Church will have a maximum searing Number of Required Dispersal System, or Drywall capacity of: 193 persons Design Flow (from above), Q 154600 23.0 5.00 1.00 Average Daily Waste Flow 1,930.00 gallons/day = 2,895 gallons/day State Review Required?: No Design Percolation Rate is the worst rate Minimum setback from - 17.1100 1 30.0 8.00 1.00 Average Percolation Rate (t) 43.0 minuteslnch recorded in six (6) tests conducted by spring, well, suction lines = 252 feet - - Gamba & Associates, Inc. on June 17th and Minimum setback from lake, 18.49,00 1 24.0 10.60 0.60 June 25th, 2008. water course, stream or �a Design Flow (Q) = Average Dally Waste Flow X 1.5 irrigation ditch= 202 feet Design Flow, Q = 2,895 gallons/day _.__ Minimum setback from dry Test Date HOLE No. gulch= 177 feet PERCOLATION RATE LEGEND Absorption Area A = 1.4(Q.$ t) J Test Date 9L1 Percolation Test Hole Location with rates. DROP in TIME WATER WATER TIME INTERVAL LEVEL LEVEL PERCOLATION RATE 101200 1 0.0 000 - - 4^ss s'ss- Proposed New 4 -in. SDR -35 Gravity Sewer m® inches inches ® Proposed Septic Tank - One (1) 3,250 -gal. FLXX Single Compartment A - 5315.46 sq. ft. of absorption area required 5,316. 00 sq.ft. (Rounded Area) ® t Proposed Si&���r1�Efj'�SrifO-gal. FLXX Two Compartment A (Trench) =' 2658.00 sq. ft.. Trench System: 50 % Reduction _. _ 2• 2" 7 Proposed 2�ka � Main ���rl t �ce A (Bed) = 3720.82 sq. ft.. Bed System:, 30 % Reduction 14.00 P 1700 _ _. _ A maximum 50% reduction is allowed for use of deep gravel or gravelless chambered system, for a 19.00 1.25"- 1.25"- p� t N,, 7 a [/� Proposed IRA-R�,@tpa PVC PerfAeNistribution Pipes 183990 26.0 6.00 1.00 TRENCH system only if the lot size and soil conditions are optimal. If a reduction i4 being proposed, 18:4500 26.0 7.00 1.00 26.00 Proposed Infiltrator QDICk4 Chambers are otimah describe wh lot aizg and soil condifions o Final Hole Percolator, Rate (minutes par inch):I 26.00 Proposed Inspection Port INFILTRATORS for Pitkin County Number of Infiltrator Units PERCOLATION TEST RESULTS FORM ,' Proposed 4 -inch Cleanout (TRENCH) (9.8 sq.ft./unit) 271.22 Quick4 Rounded Number of Units:272 T7 trenches of 25.00 units each DEPTH OF TEST HOLE - below existing and ' Zone of influence Around Proposed Fields) 111.17 feet wide X 100.00 feet long _ a R .L (mm orches orches O m A O Z Schwaller Well - Owned by Grace Church Ogg" •%y---... I • Pill ---------------------------- Rope / 1.25 -in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. III II1 Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY See Details, Sheet 3. III III 60 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 60 FEET CONTOUR INTERVAL = 1 FEET O Unit Length: 4 Row Separation: 7 1 1,116.67 sq. ft. of trenches Actual number of Infiltrators for "square" field/trench = 275.00 units Tank Size for Pitkin County and Septic Tank system Increase tank size with Garbage DEPTH OF TEST HOLE - below exsting grand Garbage Disposal! (25%) Disposal? Ua Minimum Tank Capacity = 4,523.44 gallons (750 gallon absolute minimum) (military) (mm) (inches) (orches) Suggested Practical Tanks) 5,000.00 gallons 1 size: 1428310. 0.0 0.00 - - Variable Setback Calculations for Absorption 10.00 Trench, Seepage Bed, Sand Filter, Sub -surface Number of Required Dispersal System, or Drywall percolation test holes: Design Flow (from above), Q 154600 23.0 5.00 1.00 23.00 = 2,895 gallons/day 5 for Trench System-, Minimum setback from - 17.1100 1 30.0 8.00 1.00 30.00 spring, well, suction lines = 252 feet 5 for Bnd System Minimum setback from lake, 18.49,00 1 24.0 10.60 0.60 40.00 water course, stream or �a irrigation ditch= 202 feet PERCOLATION TEST RESULTS FORM _.__ Minimum setback from dry Test Date HOLE No. gulch= 177 feet PERCOLATION RATE O m A O Z Schwaller Well - Owned by Grace Church Ogg" •%y---... I • Pill ---------------------------- Rope / 1.25 -in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. III II1 Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY See Details, Sheet 3. III III 60 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 60 FEET CONTOUR INTERVAL = 1 FEET O w w PERCOLATION TEST RESULTS FORM Test Data HOLE No. DEPTH OF TEST HOLE - below exsting grand DROP in TME WATER WATER TIME INTERVAL LEVEL LEVEL PERCOLATION RATE Ua (ft_) (military) (mm) (inches) (orches) (nffi/in) C6 1 100 1428310. 0.0 0.00 - - 14.3890 10.0 1.00 100 10.00 145100 13.0 2.00 100 13.00 150500 14.0 3.00 1,00 14.00 15:23DO 18.0 4.00 1.00 18.00 154600 23.0 5.00 1.00 23.00 7(1:1200. 26.0 6.00 1.00 26.00 16'4100 29.0 7.00 100 29.00 17.1100 1 30.0 8.00 1.00 30.00 17:4700 1 36.0 9.00 1.00 36.00 187219Wj 1 37.0 10.00 1.00 37.00 18.49,00 1 24.0 10.60 0.60 40.00 aZ �a Final Hole Percolation Rate (minutes per inch): 40.00 PERCOLATION TEST RESULTS FORM V Test Date HOLE No. DEPTH OF TEST ERE below existing ound DROP m TME WATER WATER TIME INTERVAL LEVEL LEVEL PERCOLATION RATE M wj PERCOLATION TEST RESULTS FORM R. Test Date HOLE No. DEPTH OF TEST HOLE - below existing ground DROP in TIME WATER WATER TIME INTERVAL LEVEL LEVEL PERCOLATION RATE 101200 1 0.0 000 - �U ft. m® inches inches 111/m 21 12 16.00 163100 0.0 0.00 - - 16:42.00 11.0 100 1.00 11.00 16:5600 14.0 2.00 1.00 14.00 171390. 17.0 3.00 1.00 1700 300 - 773200 19.0 4.00 11 19.00 175300 21.0 5.00 00 21.00 183990 26.0 6.00 1.00 26.00 18:4500 26.0 7.00 1.00 26.00 42.00 U Final Hole Percolator, Rate (minutes par inch):I 26.00 N O o PERCOLATION TEST RESULTS FORM C Test Data HOLE No DEPTH OF TEST HOLE - below existing and DROP in TME WATER WATER TIME INTERVAL LEVET. LEVEL PERCOLATION RATE a R .L (mm orches orches mmrn R #3 121600 00 0.00 - - 122900 13.0 1.00 1.00 13.00 -725100 22.0 200 700 22.00 132200 ' 31.0 300 1.00 31.00 300 135600 34.0 4.00 100 34.00 14.3500 39.0 5.00 1.00 39.00 151500 1 40.0 1 6.00 100 40.00 155800 1 43.0 1 7.00 1.00 43.00 •� Final Hole Percolation Rate (minutes per inch):1 43.00 O m A O Z Schwaller Well - Owned by Grace Church Ogg" •%y---... I • Pill ---------------------------- Rope / 1.25 -in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. III II1 Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY See Details, Sheet 3. III III 60 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 60 FEET CONTOUR INTERVAL = 1 FEET O w w PERCOLATION TEST RESULTS FORM Test Dale HOLE No. DEPTH OF TEST HOLE-bebw existing ground DROP in TME WATER WATER TIME INTERVAL LEVEL LEVEL PERCOLATION RATE Ua ft •uY. Mi. inches inches nrm/m `r 3 #4 300 _ 114900 0.0 0.00 - - 11:5490 5.0 1.00 1.00 5.00 120300. 9.0 2.00 100 9.00 - 12:1300 10.0 3.00 100 10.00 12 26.00: 130 4.00 100 13 00 124(1 OD` 140 5.00 Loo 14.00 124900 9,0 5.62 0.62 14.52 12:5590` 6.0 b 00 0.38 13.79 UiZ Final Hole Percolation Rate (minutes per inch): >1 :i aZ �a 11 PERCOLATION TEST RESULTS FORM V Test Date HOLE No. DEPTH OF TEST ERE below existing ound DROP m TME WATER WATER TIME INTERVAL LEVEL LEVEL PERCOLATION RATE M wj RI. R. ribuorb incites incbes >®r/m 8 n> _ 101200 1 0.0 000 - �U 10:21DO 9.0 100 1.00 900 109100 10.0 2.00 1.00 10.00 104700 16.0 3.00 L00 16.00 11:0900 22.0 4.00 100 22.00 3.00. .113500 26.0 5.00 1.00 26.00 120500 30.0 6.00 1.00 30.00 124200 37.0 7.00 1.00 37.00 132400 42.08.00 100 4200 14:0690 420 9.00 100 42.00 Final Hole Percolation Rate (minutes per inch):1 42.00 O m A O Z Schwaller Well - Owned by Grace Church Ogg" •%y---... I • Pill ---------------------------- Rope / 1.25 -in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. III II1 Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY See Details, Sheet 3. III III 60 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 60 FEET CONTOUR INTERVAL = 1 FEET O w w PERCOLATION TEST RESULTS FORM Test Date HOLE No. DEPTH OF TEST HOLE -below existing d DROP m TME WATER WATER ITNE INTERVAL LEVEL LEVEL 1 PERCOLATION RATE Ua R mlffia mm inches inches mhdlo) \ `a #(j �I 132800 `. 0.0 000 - - 133600:. 8.0 100 100 8.00 3.IX/.. 134790- 11.0 2.00 1.00 11.00 __13 5700 10.0 3.00 1.00 1000 14099D -r. 12.0 4.00 700 12.00 U U� O Lq 0MEa Final Hole Percolation Rate (minutes per inch): >12.00 O m A O Z Schwaller Well - Owned by Grace Church Ogg" •%y---... I • Pill ---------------------------- Rope / 1.25 -in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. III II1 Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY See Details, Sheet 3. III III 60 0 60 120 180 GRAPHIC SCALE IN FEET 1 INCH = 60 FEET CONTOUR INTERVAL = 1 FEET O w w N • N "Z'0 Ua �m >Z� U' u u ►�//�w�It C �I V�7 WN Wm 1.00 Z O U f a aZZ (' 3 Uto U U� O Lq 0MEa m� W UiZ o m U O bA :i aZ �a 11 V O O q W 'n N M wj RI. �Z�Z ao _ �U M F M W N a� /n an V 6 t✓ m H } m Z } °a {A U N O o •! C a o a V U � J. Q w o e _ o i N o •� C m C JE v o C � � e v s � O O Z w H 3 U w rY N U 0 0 ccst`,rnnnrNriiii DZ ' CO ria- _ ff! 100) e _ V Q m 1 d � Y � = m U w 1 9 x .0 Y Y d �i i C d Z O o w K d a d O d h e N w Q e C) '0 ce Z CO O O SL 0 A\0 0 1005 1005- 4—in. SDR -35 PVC Gravity Sewer Main See Details, Sheet 3. Sanctuary Footprint d r0 e1Oag a n Pie 08V 1007 FLXX Septic Tanks See Details, Sheet 4 e/ 2—in. Sch. 40 PVC Force Main See Details, Sheet 3. ry N / w Oft. Property Setback 1.25—in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. I. P. PT1 I.P. PI Kj / • iEl Ei TEL _ /M �L TEL � TEL � TEL TEL � TEL � + + i I I I + I I I i i T, I I I I I � I , I I I I I , , I I I I I I I , I , I I I I I I I , I l I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY I + See Details, Sheet 3. I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I 1 I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I 1 0O i I I I I � I I I Jj i O C I I z , + ( I I I r F4 SIJ 20 0 20 40 60 iiiiiiiiiim I I I GRAPHIC SCALE IN FEET 1 INCH = 20 FEET CONTOUR INTERVAL 1 FEET Well # 67391—F b I I I i I I I I I I I I I I Wanston b z w w / • Ua N O 1 Z O U � w V / I z ti Z / w�I W J"'Z 0 Z0 1 a, / I W �--� h�-1 W 0 K ►V/IP v O bA Vfz }gym CO O O SL 0 A\0 0 1005 1005- 4—in. SDR -35 PVC Gravity Sewer Main See Details, Sheet 3. Sanctuary Footprint d r0 e1Oag a n Pie 08V 1007 FLXX Septic Tanks See Details, Sheet 4 e/ 2—in. Sch. 40 PVC Force Main See Details, Sheet 3. ry N / w Oft. Property Setback 1.25—in. Sch. 40 PVC Perforated Distribution See Details, Sheet 3. I. P. PT1 I.P. PI Kj / • iEl Ei TEL _ /M �L TEL � TEL � TEL TEL � TEL � + + i I I I + I I I i i T, I I I I I � I , I I I I I , , I I I I I I I , I , I I I I I I I , I l I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I Absorption Field: 11 Trenches, Each Trench 25 Units Long. Use Infiltrator Quick4 Chambers ONLY I + See Details, Sheet 3. I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I 1 I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I 1 0O i I I I I � I I I Jj i O C I I z , + ( I I I r F4 SIJ 20 0 20 40 60 iiiiiiiiiim I I I GRAPHIC SCALE IN FEET 1 INCH = 20 FEET CONTOUR INTERVAL 1 FEET Well # 67391—F b I I I i I I I I I I I I I I Wanston b z w w • Ua N O 0; Z O U � w V ^)IN N� z ti Z w�I W J"'Z 0 Z0 a, W �--� h�-1 W 0 K ►V/IP v O bA Vfz }gym ;t aZ �a 0z 0 W In �? Ism d'2 N ao h= U In aN W t a 5 Fr o m V� m m z D � U N �} CV r Z . v 0 C ® a a w U O a 6 C � M L O V C d � J y~J 2Z � i W to N ❑ ❑ �. Ep .�. y � } = m U t w t X < m x �i z m p a N d•. N w Q a ❑ wo Inspe 5.50' (min. cover over 2–in. Sch. 40 PVC Force Main) 2—in. Sch. 40 P.V.C. END -SECTION OF TYPICAL Distribution Holes (16 to 17 per pipe) 6–ft. O.C. Drill 0 12: o'clock First hole: 3.0' position, J–inch Diameter. (typ.) from end of pipe. Drain Hole ONE (1) per Distribution J 1}–inch Sch. 40 P.V.C. Pipe. A–inch Diameter, at 6:00 Perforated Pipe o'clock position, at end of pipe (typ.) 1–inch Sch. 40 P.V.C. CAP SECTION OF TYPICAL DISTRIBUTION PIPING - SHOWING LOCATION OF DISCHARGE HOLES AND DRAIN HOLE Not to Scale GLUE MAGNET ON INSIDE OF IRRIGATION BOX LID – TO ALLOW MAGNETIC LOCATION. FINISHED GROUND 6" (min.) COMPACTED ROAD BASE TRENCH (or BED) BOTTC TO BE FLAT FOR ENTIRE LENGTH TO WITHIN 0.05'± INSPECTION PORT DETAILS Not to Scale CIRCULAR IRRIGATION–STYLE VALVE /// BOX & COVER – LID COLOR PURPLE / OR GREEN – LABEL "SEWER" 1j" Sch. 40 P.V.C. Pressure Distribution piping installed directly on the ground. UD – NOT GLUED. in.) 4–inch Sch. 40 P.V.C. PIPE, ATTACHED PER INFILTRATOR DETAILS "QUICK4" INFILTRATOR NO SUBSTITUTIONS tive soil backfill im Breaker (APVBK-1) alve Box – See Cleanout X Cross Slope Finished Ground T awav from Absorption Area, 2–in. Sch. 40 P.V.C. "Tee" & 2–in. by 1y–in. Reducer. (typ.) —/1 ( l 1 J � Undisturbed Soil between Trenches: 6.00' (min.) (typ.) �,nr,rvio�no 1�YP/ 2–in. Sch. 40 P.V.C. 90° Elbow & 2–in. by 1}–in Reducer, at ends. (typ.) J 11 trenches (111') wide. NOTES: 1) There MUST be at least 6–feet of undisturbed soil between each line. of trench excavation. Design dimension between outside edge of Infiltrator Chambers is 7–feet. This provides for an excavation that is 6–inches wider than the Infiltrator Quick4 Chambers, on each side (with a little extra). Great care should be exercised in keeping the width of undisturbed soil at least 6–feet throughout the length of each trench. 2) The drain hole in the bottom of the 90' Elbow of the Force Main is not shown in this End View, see the Cross–Section View for details. 3) The drain hole is required because of the anticipated long periods of non–use in the Church (Monday through Saturday), and the need to avoid freezing of the Force Main. 4) The Manufacturer's recommendations for the installation and maintenance of the Infiltrator Quick4 Chambers shall be strictly adhered to at all times. No traffic shall be allowed over the absorption field. l PVC I INFILTRATOR CHAMBER TRENCH SYSTEM Not to Scale Pressure distribution piping within the Quick4 Chambers. Each row of chambers has a single, 1i–inch diameter Sch. 40 P.V.C. pipe set directly on the ground. From Effluer Geoflow Air/Vocuum Breaker (APVBK-1) inside Irrigation Valve Box – See Cleanout Details. 5.50' (min. cover over 2–in. Sch. 40 PVC Force Main) GLUE MAGNET ON INSIDE OF IRRIGATION BOX LID – TO ALLOW MAGNETIC LOCATION. Quick4 Infiltrator FINISHED GROUND Chamber END -SECTION OF TYPICAL QUICK4 INFILTRATOR CHAMBER - WITH DISTRIBUTION PIPING SET DIRECTLY ON THE GROUND Not to Scale 6" (min.) 3.5–ft. (min.) to CROWN of all gravity lines CIRCULAR IRRIGATION–STYLE VALVE BOX & COVER – LID COLOR PURPLE OR GREEN – LABEL "SEWER" SLIP–ON LID – NOT GLUED. `�- COMPACTED ROAD BASE 6" (min.) Gravity Sewer: 4–inch l Sch. 40 P,V.C. 2 -WAY CLEANOUT DETAILS Not to Scale Sch. C Main –in. Drain Hole in Bottom of Elbow 11 trenches of 25 units (100') long, Quick4 Chambers = 275 Chambers total. Slope Finished Ground — away from Absorption Are — BOTTOM TO BE LEVEL AND FLAT OVER ENTIRE AREA TO WITHIN 0.05'± SEED AND MULCH PER PITKIN COUNTY REGULATIONS. 5.5–ft. (min. Cover) FROM 4–in. UNDER TO 12–in. OVER PIPES, USE SELECT FILL FREE OF ROCKS LARGER THAN 1–in. 2–in. Sch. 40 PVC Force Main id – Seed and yin County CROSS-SECTION OF TYPICAL 3 GROUND \ Distribution Piping �4 INFILTRATOR CHAMBER TRENCH SYSTEM Not to Scale FROM 12–in. ABOVE PIPE, USE NATIVE SOIL AS BACKFILL – COMPACT PER SPECIFICATIONS. 12–AWG "UF" Insulated UNDERGROUND TRACE WIRE. SURFACE AT ALL CLEANOUTS, INSPECTION PORTS, etc. STANDARD FORCE MAIN TRENCH DETAILS Not to Scale SEED AND MULCH PER PITKIN COUNTY REGULATIONS. 3.5–ft. (min. Cover) FROM 4–in. UNDER TO 12–in. OVER PIPES, USE SELECT FILL FREE OF ROCKS LARGER THAN 1–in. GRAVITY SEWER DETAIL Not to Scale QUICK4 MULTIPORT END CHAMBERS (typ.) STING GROUND FROM 12–in. ABOVE PIPE, USE NATIVE SOIL AS BACKFILL – COMPACT PER SPECIFICATIONS. 12–AWG "UF" Insulated UNDERGROUND TRACE WIRE. SURFACE AT ALL CLEANOUTS, INSPECTION PORTS, etc. 4–in. Sch. 40 P.V.C. Gravity Sewer O z F - w w x • U� N 0°m ZO CID UO moi' W 6U Z �> Z .-4 Wm Wo FZ O Z3 U as .-� U� WW Lq 01Z m� E 4 W Q WU N Z l7x m C) bio 3 aZ 3a a \J�W CCS 13 O O in I p4 W MQ I- Na 6 3 uFi x N do °IN_ U ch aW MW S u o a W Q m Z m `n 0 U O • m e Elmo S _T e O E ' V � = y _ w U w J CCC�1 C 9 � 0 0 � z O O W �U S w *60 � �..eii, oil '11c 0 a } Qm 1- a o 0 Y } S m U w 0 a m Y a a �i Z O o w � d s d 'a 0 i\V w i e( O R w NOTES ON PLAN VIEW OF FIRST TANK (PRIMARY COMPARTMENT): 1) First Tank shall be a FLXX 3,250-golllon, Single Compartment Concrete Septic Tank as shown on Page 7 of the Manufacturer's Catalog. (Front Range Precast (303) 442-3207 - Doug Jatcko. 2) First Tank shall have NO baffles. 8) 2) First Tank shall have one (1) inlet, and one (1) outlet. 3) Both the inlet and outlet shall have 4 -inch Cast -A -Seal Gaskets. 4) Both Risers shall be 24 -inch Heavy Duty Polyethylene Systems (FRALO - O.A.E.) 2.75' (min.) 3.0' (MAX.) (typ-) 4 -in. Sch. 40 P.V.C. Gravity Sewer from Church. Minimum Slope: 2% �4-in. Sch. 40 P.V.C. Gravity Sewer from Church- First Tank Minimum Slope: 2% (Primary Compartment) 3,201—Gal. (to Flowline OUT) Insulate the Inside of ALL Lids with 2 -in. "Blue Board" foam, cut to fit and glued in place. 12 -AWG "UF" Insulated Trace Wire 24" (typ.) (typ.) - Inlet Sweep Tee (typ. - both tanks) Fluid Level ---------------- ----------------------- Floor to Sealed Tank Joint FLOWLINE IN: 6.91' ( 82.92") (82 5" 16 n. 40 P.t ;ween Tar minimum Slope: NOTES ON PLAN VIEW OF SECOND TANK (SECONDARY & PUMP CHAMBERS): 1) Second Tank shall be a FLXX 2,500 -Gallon Two -Compartment Concrete Septic Tank, as shown on Page 13 of the Manufacturer's Catalog. Front Range Precast (303) 442-3207 - Doug Jatcko ---__- 2) Second Tank will have only 1 baffle, located as shown. NOT 3) Second Tank must hove THREE (3) Risers, as shown. N 4) Middle riser is necessary to provide access to Effluent Filter. 5) Effluent Filter shall be Poly -Lok Model PL -525, with 16 -inch screen size, and Smartfilter Alarm. 6) Second Tank will have ONE (1) inlet only, ONE (1) pass-through in the baffle well, and NO outlet. 7) Inlet and pass-through shall have 4 -inch Cast -A -Seal Gaskets. Effluent Pumps. 8) Both risers in the First Compartment shall be 24 -inch Heavy Duty Polyethylene Systems (FRALO - O.A.E.) 9) Single riser in Second Compartment shall be 30 -inch Orenco Systems Ribbed, Model RR-30-39+SX+20; Also required: Orenco Systems 30" Tank Riser Adaptor RRFTA30, and bolt -down kit RRFTA30BDKIT. 2) Available from Orenco Systems (800) 348-9843. Risers to provide positive drainage. 10) Single riser in Second Compartment shall also be fitted with an Orenco Systems SEBX External Splice Box. 2% Second Tank First Compartment (Secondary) 1,470—Gal. Extend handle to within 3 -in. of inside of lid. Poly -Lok Effluent Filter Model PL -525, with T -16 -in. filter openings, and Smart -Filter Alarm. -__-___—___�11__ Tank Tops shall 39" be HS -20 (typ.) 24' Traffic -Rated. 24" Dia. (typ.) f L_24„ Riser Floor to FLOWLINE OUT: First Tank (Primary Compartment) 3,201 -Gal. (to Flowline OUT) 6.66' (79.92") (7916 4 -in. Sch. 40 P.V.C. Gravity Sewer between Tanks Minimum Slope: 2% NOTE: Set Bottom of Second Tank to achieve Minimum Gravity Sewer Pipe Slope between Tanks of 2% Floor to FLOWLINE IN NOTES: ---__- s, z' "•. h" "5' 1) NOT SHOWN: N a) Conduit for the Polylok Effluent Filter Alarm. b) Conduit for the Orenco Systems Float Alarm. Force Main Zo c) Conduit for the Orenco Systems Dual Alternating Effluent Pumps. Down, with d) Alarm Panel for the Effluent Filter Alarm. W z e) Alarm Panel and Control Box for the Orenco Systems Floats and Pumps. 2) Ground shall be sloped around Concrete Tank and Risers to provide positive drainage. 3) Finished ground shall be re -seeded and mulched, watered to provide ground cover in accordance with Pitkin County Regulations. 4) Lids on Risers are NOT traffic rated - no vehicular traffic shall be allowed over lids. 5) Inside of Riser Lids shall be insulated with 2 -inch thick "Blue -Board" foam, cut to fit, and glued in place. 6) ALL inlet and outlet tees shall be fully visible and accessible from the access opening, without intruding or obstructing access for tank cleaning. 5.00' Floor to FLOWLINE OUT: 4.75' pit i Second Tank First Compartment (Secondary) 1,470 -Gal. Second Tank Second Compartment (Effluent Purnp Chamber) 980 -Gal. Insulate the Inside of ALL Lids with 2 -In. "Blue Board" foam, cut to fit and glued in place. '_" Sch. 40 P.V.C. orce Main 30" Dia. Orenco Systems Ribbed Riser Second Tank Second Compartment (Effluent Pump Chamber) 980 -Gal. 2" Sch. 40 P.V.C. Force Main 12 -AWG "UF" Insulated Trace Wire (typ.) Effluent Discharge to Distribution Manifold and Absorption field. Orenco Systems : Universal Biotube Pump Vault 24" P5010; Dual OSI Effluent Pumps, 50 gpm, 1 -Hp, 230VAC, 60Hz MF3A-YP,B,W-49FS-20; Float Assembly ROM ---__- s, z' "•. h" "5' %,FnL':n'g•/szr ---_— W N Turn 2 -in. • U(A N 0! Force Main Zo OD U >. Down, with �> ►�A/� V1 W z 45' Bends to minimum 7 L N W m 0 ZZ a= Q� depth of 55 U� Wm III _ ma sin n ►0rA Vl Second Tank Second Compartment (Effluent Pump Chamber) 980 -Gal. 2" Sch. 40 P.V.C. Force Main 12 -AWG "UF" Insulated Trace Wire (typ.) Effluent Discharge to Distribution Manifold and Absorption field. Orenco Systems : Universal Biotube Pump Vault 24" P5010; Dual OSI Effluent Pumps, 50 gpm, 1 -Hp, 230VAC, 60Hz MF3A-YP,B,W-49FS-20; Float Assembly ROM O z W N • U(A N 0! Zo OD U >. V; u W Z �> ►�A/� V1 W z W 7 L N W m 0 ZZ a= Q� U� Wm LA ma sin �T � ►0rA Vl �� h•�•1 N W t3 0 Z m - Cid 40 3a ow Oz b) W 10, M� N N IT QO IS �u m`r 4W r a �W N N m m o V F4A f0 � d M o � � o %J F V w U •s m 5 m m O � o o � z e r V O V Q W W to N D Qm 0 Y } _ [O V W m z O a 0 w0