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pitkin.eh.264309303002 (2004)
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. Piti. ounty Environmental Health Departs Permit for an Individual Sewage i Disposal System 0405 Castle Creek Road,,Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # Revised 04068 Parcel ID # 2643-093-01-011 1 Type of permit New( x) Repair( ) Addition/Remodel to House( ) 1 11 11 Name of Owner Woody Creek Ventures, LLC - Chaparral Employee Housing unitsiTwo Duplexes j Z✓ r--li L Street Address 0291 Property legal description Lot 11 B Size of lot 0.945 acres Total square footage of the house 4 units, 1005 sq ft per unit =4020 total Water source Private Well ^\ # of bedrooms in house 2 ea # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit lofts & similar sized rooms in caretaker unit Permit information Designed by High Country Engineering Mailing Address 1517 Blake Avenue Suite 101 Glenwood Springs, CO 81601 Perc rate <5 Profile hole depth 8 ft Depth to groundwater or bedrock > 8 ft Minimum Septic tank capacity 1313 gallons each duplex Minimum Absorption area 2211 sq ft shared mound Septic permit approved per compliance with the engineer design and specifications revised 9/13/04 and stamped September 14, 2004. Any changes must be approved by this department and the design engineer Qdq[ to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations (Water lines must meet required setback distances.) The design is for each duplex to have a 1500 gallon tank with an effluent filter on the outlet. Effluent is dosed to a common, shared sand mound identified as FIELD 1. There is a PVC liner on the SW side of the field. The sand must conform to the intent of Section 12-5 of the Pitkin County ISDS regulations and an invoice to document the sand material must be submitted. This department does not endorse any brand of products. This permit must be kept do -site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. 'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: Date: /S O Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built i URI' V0UU I' [FinaF >/ be included with this permit before the final approval will be issued. &a_ 60 /Lccr t„ I z,,;0000 May 19 03 09:42a Pitkin Co Env. Health (970%920-5077 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENTsY-" APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM ° 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone(970)920-5070 Fax(970)920-5077 Name of OWNER - Owner's Mailing Address Home Contact Person (all communication lffBZ4XG AiV1*JXKk*lr this permit will go through this p PPnrrP7T ,OS 7%1 � Parcel ID # (available from assessor's office _ at 920-5160 or at ww pitkinassess O�,912 ) -�-- -L -*- - Q I- 11 _j Street address of property c a to, I p tVE ° Legal Description: Lot 1 ,t3lock ,Filing ,Subdivision _ Size of lot: i'!. 1�) acres. Type of proposed structure: ,] X (2lin, =X �F r%61.It11 /1005 # of bedrooms (potential) in house Total square feet of house Mn O rolrxl L�xi_r�pt}� (P ) ( Caretaker Unit: Attached (, ) Detached Total area(sq. ft) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well (V) Spring ( } Stream f ) Community/Public Water System ( ) If community system: Name of system 1:l4 i]IV I-P\A5 )AGEST-0- - SUts The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages. first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. 1 hereby certify that the above information is true and accurate and that 1 have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, Flcodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply°the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all ' approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless I should the individual sewage disposal m syst fail or m function, he permit to construct is issued on information submitted b, the applicant or his/her representatives: Mee o)ynerumes jdAsponsibility)n case of failure of the system. l i // Signature of applicant Date Received by _ Receipt # �%� / Data 7 00s' , 'G- dslisds applicpsdsapp Rev050103.tloc , 4 'top Mob, r ",6-1 ', PITIQN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 6/19/2006 send to: Clark Lipscomb_ From: Alicia Gomez Fax Number: �pYbal Zb�Z' Phone Number: 920-5087 CC: High Country Engineering Number of Pages, Including Cover. 2 CC Fax Number: 945-2555 M URGENT C] REPLY ASAP 0 PLEASE COMMENT 0 PLEASE REVIEW 5d FOR YOUR INFORMATION COMMENTS: Septic Permit # 04068 for parcel 2643-093-01-011, owner Woody Creek Ventures, LLC, has been finalized. Please feel free to call 920-5070 if you have any questions. fax cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 63611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site u .aspenpitkin.com/ehnr NOI1a3NNO3 311WISOWA ON (> 3 Asne Z-3 Z/Z NO --------------------------------- 39Vd ilnSH L3MS Nb ON E-3 llbf 3N!'1 HO dD DNbN L-3 NOSN3 HOA, NOSb3b -------------------------------------------- EE999ZLOL61 X1 ANOW3W 9EE ----------------------------------------------------- SS3800V N0I1d0 300W 31I3 WdLO:Z 900Z'6l'Nnr : 03N01S/0311IWSNVNI 3oNnOS311 1VN H11V3H 013IAN3 :1130UH XV3 000oo^ * * * ( WdLO:Z 0Z'6l'Nnr ) iNOd3N ilnM NOIlVO0WOO l d P. 1 x x x COM1*CATION RESULT REPORT ( JUN. 19. 2010:17AM ) x x x FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : JUN.19.2006 10:09AM FILE MODE OPTION ADDRESS ---------------------------------------------------- 330 MEMORY TX 9206561 9452555 ---------------------------------------------- REASON F)OR ERROR E-3) NONANSWE RR L[NE FAIL RESULT PAGE ---------------------------------- E-3) 3) 0/2 OK 2/2 E C) NOS FACSIMILE CONNECTION PITIQN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 6/19/2006 Send to: Clark Lipscomb From: Allcla Gomez Fax Number: 920-6561 Phone Number: 920-5087 CC: High Country Engineering Number of Pages, Indudin9 Cover: 2 CC Fax Number: 945-2SS5 L3 URGENT O REPLY ASAP O PLEASE COMMENT 0 PLEASE REVIEW ® FOR YOUR INFORMATION COMMENTS: Septic Permit it 04068 for parcel 2643-093-01-011, owner Woody Creek Ventures, LLC, has been finalized. Please feel free to call 920-5070 if you have any questions. fax cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site v-aspenpitldn.com/ehnr 0000 1 ; I Message . • Page 1 of 2 Nancy Mackenzie From: Roger Neal [RNeal@hceng.com[ Sent: Wednesday, June 14, 2006 9:10 AM To: Nancy Mackenzie Cc: clark@cstoneholdings.com Subject: FW: Chapparal Nancy, Here is Clarks information on reseeding for chaparral. Roger -----Original Message ----- From: C. Clark Lipscomb [mailto:clark@cstoneholdings.com] Sent: Tuesday, June 13, 2006 11:00 PM To: Roger Neal Subject: RE: Chapparal Roger, The area has been reseeded once. The seed was mostly blown away and we are rescheduling the seed guy and are going to use a different hydroseed process. There is no landscaping plan. It is a reclaimed gravel pit. Grass is a lot better than what previously existed. It will be reseeded by the end of July. Clark From: Roger Neal [mailto:RNeal@hceng.com] Sent: Monday, June 12, 2006 8:38 AM To: C. Clark Lipscomb Subject: RE:Chapparal Hi Clark, 000083 6/15/2006 Message 0 • Page 2 of 2 Nancy is indicating to me that she is just wanting to know what the time frames are for revegetating out there and if there is a plan to do any landscaping. She said she wouldn't hold up the approval but wanted to have a time frame so weeds don't start taking over. If you want[ can forward your response back to Nancy. Roger D. Neal, P.E. Principal, Administrative Manager High Country Engineering, Inc. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Phone: 970-945-8676 Fax: 970-945-2555 Onoo i? 6/15/2006 L Gary D. Allison++ Dear Jocelyn: of Counsel We wanted to follow up on our November 18, 2005 letter to you regarding the also llcenvd in OK water system for the Chaparral Aspen Affordable Housing Units. Please find atso hcenwd in Az, WY enclosed copies of Well Permit Nos. 62739-F and 62740-F. Well Permit No. + licensed in AZ only 62739-F, issued to Chaparral Aspen Homeowners Association - Detached, Inc., ++ licensed in OK only will be used for fire protection and domestic use inside the detached houses serving no more than 18 people. Well Permit No. 62740-F, issued to Chaparral Aspen Homeowners Association - Duplex, Inc., will be used for fire protection and domestic use inside the duplexes serving no more than 16 people. We previously provided to you the Basalt Water Conservancy District Allotment Contracts, which are associated with these well permits. If you have any questions or comments, then please contact our firm at your earliest convenience. Very truly yours, PATRICK, MILLER & KROPF, P.C. A Professional Corporation Main Olrice: 730 E. Durant Avenue Suite 200 By: Aspen, Co 81611 doline E. S. Wallace 970.920.1028 Tel wallaceAwaterlaw.com 970.925.6847 Fax MEW/mew Arizona Office: Enclosures Camelback Esplanade I cc: Clark Lipscomb, Chaparral Aspen Condominium Association — Detached, Inc. 2415 E. Camelback Road Clark Lipscomb, Chaparral Aspen Condominium Association — Duplex, Inc. Suite 700 Roger Neal, High Country Engineering Phoenix, AZ 85016 Nancy MacKenzie, Pitkin County Environmental Health 480.921.4044 Tel 480.921.8688 Fax www.waterlawcom W:\Chaparral AspenM6 B\Lettem\Mullen re Community Water System 12-30-05.doc 000010 • • PATRICK, MILLER & KROPE, P.C. Attorneys at Law RECEIVED January 3, 2006 JAN 0 F lUU6 Kevin L. Patrick" Jocelyn Mullen ,,JL;,ITy Scott C. Miller Water Quality Control Division �'"�`"i`''`46v7L HEALTpt Ramsey L Kropl•" Grand Junction District Office Paul L. Noto 222 South 6th Street, Room 232 Madoline E.S. Wallace Grand Junction, Colorado 81501 Janis villalpando+ Re: Chaparral Aspen Affordable Housing Units (our file #586B) Gary D. Allison++ Dear Jocelyn: of Counsel We wanted to follow up on our November 18, 2005 letter to you regarding the also llcenvd in OK water system for the Chaparral Aspen Affordable Housing Units. Please find atso hcenwd in Az, WY enclosed copies of Well Permit Nos. 62739-F and 62740-F. Well Permit No. + licensed in AZ only 62739-F, issued to Chaparral Aspen Homeowners Association - Detached, Inc., ++ licensed in OK only will be used for fire protection and domestic use inside the detached houses serving no more than 18 people. Well Permit No. 62740-F, issued to Chaparral Aspen Homeowners Association - Duplex, Inc., will be used for fire protection and domestic use inside the duplexes serving no more than 16 people. We previously provided to you the Basalt Water Conservancy District Allotment Contracts, which are associated with these well permits. If you have any questions or comments, then please contact our firm at your earliest convenience. Very truly yours, PATRICK, MILLER & KROPF, P.C. A Professional Corporation Main Olrice: 730 E. Durant Avenue Suite 200 By: Aspen, Co 81611 doline E. S. Wallace 970.920.1028 Tel wallaceAwaterlaw.com 970.925.6847 Fax MEW/mew Arizona Office: Enclosures Camelback Esplanade I cc: Clark Lipscomb, Chaparral Aspen Condominium Association — Detached, Inc. 2415 E. Camelback Road Clark Lipscomb, Chaparral Aspen Condominium Association — Duplex, Inc. Suite 700 Roger Neal, High Country Engineering Phoenix, AZ 85016 Nancy MacKenzie, Pitkin County Environmental Health 480.921.4044 Tel 480.921.8688 Fax www.waterlawcom W:\Chaparral AspenM6 B\Lettem\Mullen re Community Water System 12-30-05.doc 000010 61 DEC -29-05 15:23 FROIMCoio Div *tar Rasouresc (3036663560 . T-274 Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLOnIRADO�3DI13 VISION OFWATERRESOURCES cla (303)666.3581 APPLICANT P.002/003 F-669 LIC WELL PERMIT NUMBER 63738. F l DIV,5 WD 38 DES. BASIN MD CHAPARRAL ASPEN AH CONDO ASSN - DUPLEX 0/0 PATRICK MILLER & KROPF PC 730 E DURANT STE 200 ASPEN, CO 81611 - APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 SW 1/4 Section 9 Township 9 S Range 85 W Sixth P.M. DISTANCES FROM SECTION LINES 2062 Ft, from South Section Line 1[)31 Ft. from West Section Line UTM COORDINATES (Meters Zone:13,NAD83) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT COND(TI NS OF APPROVAL 1) This wall 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 shell be in compliance with the Water Well Construction Rules 2 CCR 402.2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In accordance with Rule 18. 3) 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 Ruedl Reservoir is in effect, or under an approved plan for augmentation. BW CD allotment contract #482. 4) The use of groundwater from this well is limited to ordinary household purposes Inside affordable housing units (Homestead 11% 16 persons (max)® 85 gallons/day) and fire protection uses. 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 Rock Hollow Way Well No. 2. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The average annual amount of ground water to be appropriated shall not exceed 1.6 acre-foot (521,360 gallons). 7) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 8) This well shall be constructed not more than 200 feet from the location specified on this permit 9) This well shall be constructed at least 600 feet from any existing well, completed in the same aquifer, that Is not owned by the applicant. 10) A totalizing flow meter must be installed on this well and maintained in good working order, Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Dlvlslnn Engineer upon request.(! 02-71c5 APPROVED yy�� JWR Stare Engineer nn�oi1 DEC -29-05 15:23 FR011-0010 Div cater Resources +3038663588 • T-274 P.003/003 F-860 Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORAPODIVISION OF WATER RESOURCES Ole nIa (303)886-3581 APPLICANT LIC WELL PERMIT NUMBER 63740 F DIV.5 WD 38 DES. BASIN MD ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shell 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 voter right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this wall shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump installation Contractors In accordance with Rule 16. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a wall, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall he 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 Wand the Basalt Water Conservancy District for the release of replacement water from Ruedf Reservoir is In affect, or under an approved plan for augmentation.. BWCD allotment contract #446, as amended_ 4) The use of ground water from this well Is limited to ordinary household purposes inside affordable housing units (Homestead 11 C; 18 persons (max) @ 85 gallans/day) end fire protection uses. 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 Rock Hollow Way Well No. 1. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The average annual amount of ground water to be appropriated shall not exceed 1.8 acre-foot (586,53D gallons). 7) The owner shall mark the well In a conspicuous place with well permit number(s), name of the aquifer, and court case numberis) as appropriate. The owner shall take necessary means and precautions to preserve these markings. B) This well shall be constructed not more than 200 feet from the location specified on this permit. 9) This wall shall be constructed at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant. 10) A totalizing flow meter must be Installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. q I g5 11) The issuance of this permit hereby cancels permit no. fiZ9fi5-F.� ty�Z APPROVED JWR State Engineer CnO01L APPROVED WELL LOCATION PITKIN COUNTY NW 114 SW 1/4 Section 9 CHAPARRAL ASPEN AH CONDO ASSOC DETACHED Township 9 S Range 85 W Sixth P.M. PATRICK MILLER & KROPF PC DISTANCES FROM SECTION LINES 730 E DURANT STE 200 2060 Ft. from South Section Line ASPEN, CO 81611- 1047 Ft. from West Section Line UTM COORDINATE=S (Meters Zcme:13 NAD83) (970) 920-1028. _ - Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shell 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 voter right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this wall shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump installation Contractors In accordance with Rule 16. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a wall, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall he 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 Wand the Basalt Water Conservancy District for the release of replacement water from Ruedf Reservoir is In affect, or under an approved plan for augmentation.. BWCD allotment contract #446, as amended_ 4) The use of ground water from this well Is limited to ordinary household purposes inside affordable housing units (Homestead 11 C; 18 persons (max) @ 85 gallans/day) end fire protection uses. 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 Rock Hollow Way Well No. 1. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The average annual amount of ground water to be appropriated shall not exceed 1.8 acre-foot (586,53D gallons). 7) The owner shall mark the well In a conspicuous place with well permit number(s), name of the aquifer, and court case numberis) as appropriate. The owner shall take necessary means and precautions to preserve these markings. B) This well shall be constructed not more than 200 feet from the location specified on this permit. 9) This wall shall be constructed at least 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant. 10) A totalizing flow meter must be Installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. q I g5 11) The issuance of this permit hereby cancels permit no. fiZ9fi5-F.� ty�Z APPROVED JWR State Engineer CnO01L • EXHIBIT A • Application of Chaparral Aspen AH Condominium Association - Duplex, Inc. The well will occur on the parcel referred to as HOMESTEAD 11B, which is more particularly described as: A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PTTKIN, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WU4 CORNER OF SECTION 9, AN ALUMINUM CAP L.S. NUMBER 17491 IN PLACE; THENCE S69°52'10"E, A DISTANCE OF 380.69 FEET TO THE NORTHWESTERLY BOUNDARY CORNER OF HOMESTEAD 11, A REBAR AND CAP L.S. NO. 15710, IN PLACE; THENCE S47°03'56"E A DISTANCE OF 477.68 FEET TO THE POINT OF BEGINNING; THENCE N86°28'07"E, A DISTANCE OF 178.24 FEET; THENCE S56°44'27"E, A DISTANCE OF 214.94 FEET; THENCE S34°24'58"W, A DISTANCE OF 167.18 FEET; THENCE N47003'56"W, A DISTANCE OF 359.42 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 41,184 SQUARE FEET OR 0.945 ACRES, MORE OR LESS. 000013 WAChapamal AspenM6 B\Documents\RHW2 Well Permit Application 10-05.doc r EXHIBIT B Chaparral Aspen AH Condominium Association - Duplex, Inc. Chaparral Aspen AH Condominium Association - Duplex, Inc. ("Association") will use Rock Hollow Way Well No. 2 to provide water for domestic in-house purposes and for fire protection for affordable housing units consisting of no more than 8 bedrooms and housing no more than 16 persons. The Association will replace depletions from the Rock Hollow Way Well No. 2 using Basalt Water Conservancy District Allotment Contract No. 482, which is attached hereto as Appendix 1. 000014 WAChapaml Aspen\586 B\Dowmen1s\RHW2 Well Permit Application 10-05.doc 0 0 EXHIBIT C Application of Chaparral Aspen AH Condominium Association - Duplex, Inc. The ground water will be used on the parcels referred to as HOMESTEAD I IB, which parcel is more particularly described as follows: A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WI/4 CORNER OF SECTION 9, AN ALUMINUM CAP L.S. NUMBER 17491 IN PLACE; THENCE S69°52'10"E, A DISTANCE OF 380.69 FEET TO THE NORTHWESTERLY BOUNDARY CORNER OF HOMESTEAD 11, A REBAR AND CAP L.S. NO. 15710, IN PLACE; THENCE S47°03'56"E A DISTANCE OF 477.68 FEET TO THE POINT OF BEGINNING; THENCE N86°28'07"E, A DISTANCE OF 178.24 FEET; THENCE S56044'27"E, A DISTANCE OF 214.94 FEET; THENCE, S34°24'58"W, A DISTANCE OF 167.18 FEET; THENCE N47003'56"W, A DISTANCE OF 359.42 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 41,184 SQUARE FEET OR 0.945 ACRES, MORE OR LESS. 000015 WAChapaml Aspen\586 B\Documents\R1IW2 Well Permit Application 10-05.doc 0 EXHIBIT D 0 Application of Chaparral Aspen AH Condominium Association - Duplex, Inc. Woody Creek Ventures, LLC, predecessor to Chaparral Aspen AH Condominium Association - Duplex, Inc. ("Association"), obtained a decree in Case No. OOCW216, District Court, Water Division 5, entered on August 9, 2002, that adjudicated a conditional underground water right for a well field and a plan for augmentation. Pursuant to that decree, Chaparral Aspen Homeowners' Association, Inc., also the Association's predecessor, obtained Well Permit No. 58180-F for WCV AH Well Field Well No. 1 to provide water for domestic and fire protection to some of the same affordable housing units for which the Association seeks this well permit. Rather than connecting the affordable housing units to WCV AH Well Field Well No. 1, Chaparral Aspen obtained Well Permit No. 62965-F for the Rock Hollow Way Well No. 1 to serve the affordable housing units contained on lots Homestead I IB and 11C of the Chaparral Aspen Affordable Housing Subdivision. The Association has now elected to drill Rock Hollow Way Well No. 2 to serve Homestead 11B only. Rock Hollow Way Well No. 2 will be augmented using Basalt Water Conservancy District Allotment Contract No. 482, which is attached hereto as Appendix 1. The Association has obtained one 600 -foot spacing waiver from the Chaparral Aspen Homeowners' Association, which owns Well Permit No. 62965-F. The 600 -foot spacing waiver is attached hereto as Appendix 2. 000016 W AChapaml Aspen\586 a\Docu=nts\RHW2 Well Permit Application 10-05.doc 0 0 OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE I, Ginette Dennis, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, Chaparral Aspen AH Condominium Association - Dupim, Inc. is a Nonprofit Corporation formed or registered on 10/26/2005 under the law of Colorado, has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20051398455 This certificate reflects facts established or disclosed by documents delivered to this office on paper through 11/08/2005 that have been posted, and by documents delivered to this office electronically through 11/14/2005 @ 11:58:30 . I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, authenticated, issued, delivered and communicated this official certificate at Denver, Colorado on 11/14/2005 @ 11:58:30 pursuant to and in accordance with applicable law. This certificate is assigned Confirmation Number 6347164. Secretary of State of the State of Colorado »ears»»»»s»r«:arae»r»»»r"»End of Cern£ca[e»s•»»»ssrs»»s»«sss:r»rr«»»rr:s once: A c urcau issued electronically from the Colorado Secretary ofStoe's Web site a fully and onmedrately valid and elftctive However, as an option, the issuance and validity of a certfunte obtained electronically may be established by visiting the Cert fcate Confamation Page of the Secretary of State's Web site, huy:11Hv st t lbzfCertificaresearchCriter a.do entering the certificate's confirmation mtmber daplayed on the certificate, and following the instructions displayed. Co4iming the issuance of a certificate ismer tv optional and mnot ecessory to the lid and llective issuance of rtJicaa. For more information, visit our Web site, hrtyllwww.sos.stare.co.us/dick Business Center and select "FrequentlyAsked Questions. " CERT GS D Revised 09/22/2005 00001-f n April 24, 2002 Woody Creek Ventures, LLC 132 W. Main Street Aspen, CO 81611 Attention: Mr. Clark Lipscomb Subject: Percolation Testing Affordable Housing Lots 11B and 11 C, Chaparral Aspen Pitkin County, Colorado Job No. GS -3609 1 We performed percolation testing in the areas ofthethree planned percolation fields adjacent to the affordable housing buildings at Chaparral Aspen. Percolation and profile pits were excavated at the approximate locations shown on Figure 1. Excavation operations were directed by our engineer. Graphic logs of the soils encountered in our pits are shown on Figures 2 and 3. Our representative performed percolation testing in our pits. Test results are presented on Figures 4 through 8. The percolation rate measured in P-8 is anomalous and not representative of actual subsurface conditions at the site. Our percolation test results generally indicate that the design percolation rate will be faster than 5 min/inch. We understand a professional engineer qualified in septic design will design the Individual Sewage Disposal Systems (ISDS) forthe proposed affordable housing buildings. We appreciate the opportunity to work with you on this project. If you have questions, please call. Very Truly Yours CTL/THOMPSON, INC. J es D. Kellogg Staff Geotechnical Engineer JDK:cd (5 copies sent) 000010 CTL/71 HOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS. COLORADO 81601 • (970) 945-2809 0 LOTS 11B AND 11C CHAPARRAL ASPEN PITKIN COUNTY, COLORADO i.x�a:ra TP -1 Indicates ■ explorator P-1 Indicates ■ percolatloi Profile 1 Indicates ■ profile pit Job No. GS -3609 Scale: 1'=60' Fig. 1 C R 15 20 0 TP -3 C 5 15 20 SUMMARY LOGS OF EXPLORATORY PITS Job No. GS -3609 Fig. 2 0n0©20 Job No. GS -3609 CQIi e Profile 1 P— p_g p_g 0 0 ,i�0 0 m 0 r 5 C 5 a m 10 10 0 LEGEND: ® Fill, gravel, cts, percolation pits and profile pits clayey to siliad with a trackhoe on April 9, rock and asPtory pits and profile pits were dense to dennediately after excavation operations gray. td. ® Silt, soft, (ML) wet id wafer was found in our is at the time of excavation. tory pits are subject to the limitations and conclusions as Ihls report. Fig. 3 / I SATURATION AND PREPARATION DATE: 4/10/02 ITIME AT START OF SATURATION: 12:Oopm r� PERCOLATION TEST DATE: 04/11/02 WATER IN BORING AFTER 24 HOURS VES _X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL INCHES END OF INTERVAL (INCHES) P-1 52.0 10:42 5 '40.0 45.0 5.0 1 10:47 10 45.0 48.0 3.0 3 1057 10 48.0 49.5 1.5 7 1107 10 49.5 50.25 0.75 13 11:27 10 ' 40.0 44.0 4.0 3 1137 10 44.0 46.0 2.0 5 1147 10 46.0 47.5 1.5 7 1157 10 ' 40.0 43.75 3.75 3 12:10 10 43.75 46.0 2.25 4 1220 10 46.0 47.5 1.5 7 12:30 10 47.5 49.0 1.5 7 P-2 50.75 1040 5 ' 38.75 45.75 7.0 1 10:45 10 45.75 48.75 3.0 3 10:55 10 ' 44.25 47.5 3.25 3 11105 10 47.5 49.75 2.25 4 11:25 10 ' 38.75 43.5 4.75 2 1135 10 43.5 46.75 3.25 3 11:45 10 46.75 52.0 5.5 2 11:57 10 ' 38.75 43.75 5.0 2 12:10 10 43.75 46.5 2.75 4 12:20 10 46.5 48.75 2.25 4 12:30 10 48.75 49.75 1.0 10 ' Indicates water was added to hole Indicates test was restarted Job No. GS -3609 000022 Fig. 4 0 0 SATURATION AND PREPARATION PERCOLATION TEST DATE: 4/10/02 DATE: 04/11/02 TIME AT START OF SATURATION: 12:00pm WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL INCHES P-3 44.75 1038 5 ' 32.75 36.25 3.5 1 10:43 10 36.25 38.5 2.25 4 1053 10 38.5 40.5 2.0 5 1103 10 40.5 40.75 0.25 40 11:23 10 ' 32.75 35.0 2.25 4 1133 10 35.0 37.5 2.5 4 11:43 10 37.5 38.5 1.0 10 11:57 10 ` 32.75 36.0 3.25 3 12:10 10 36.0 38.25 2.25 4 1220 10 3825 39.75 1.5 7 1230 10 39.75 41.0 1.25 8 Job No. GS -3609 01)0Q 3 Indicates water was added to hole = Indicates test was restarted Fig. 5 0 SATURATION AND PREPARATION DATE: 4111102 TIME AT START OF SATURATION: 1:00pm PERCOLATION TEST DATE: 04/12/02 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OFINTERVAL INTERVAL TIME (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P4 50.25 12:30 15 ' 38.25 47.5 9.25 2 = 12:55 10 '38.25 44.5 6.25 2 1:05 5 44.5 47.0 2.5 2 1:10 10 '38.25 43.5 5.25 2 1:20 10 43.5 47.0 3.5 3 130 10 47.0 49.5 2.5 4 1.40 15 •38.25 45.0 6.75 2 1:55 15 45.0 49.0 4.0 4 P-5 50.5 12:30 15 ' 38.5 48.0 9.5 2 1255 10 ' 38.25 44.5 6.25 2 105 5 44.5 46.0 1.5 3 110 10 '38.25 44.0 5.75 2 1:20 10 44.0 47.0 3.0 3 1:30 10 47.0 49.0 2.0 5 140 15 -38.25 44.25 6.0 3 1:55 15 44.25 48.25 4.0 4 Job No. GS -3609 00002 d Indicates water was added to hole Indicates test was restarted WE SATURATION AND PREPARATION PERCOLATION TEST ''; PATE: 4/11/02 DATE: 04/12/02 C., I TIME AT START OF SATURATION: 1;00pm WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL INCHES END OF INTERVAL INCHES P-6 68.0 12:30 15 .56.0 68.0 12.0 1 12:45 4 •56.0 68.0 12.0 <1 c 1:00 5 ' 56.0 68.0 12.0 <1 e 1:15 5 ' 56.0 68.0 12.0 <1 1:20 5 •56.0 68.0 12.0 <1 1:25 5 ' 56.0 68.0 12.0 <1 1:35 5 ' 56.0 68.0 12.0 <1 140 6 •56.0 68.0 12.0 <1 Job No. GS -3609 G-90025 Indicates water was added to hole Indicates test was restarted Fig. SATURATION AND PREPARATION DATE. 4/12/02 TIME AT START OF SATURATION: 2:00pm PERCOLATION TEST DATE: 04/15/02 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL INCHES END OF INTERVAL (INCHES) P-7 56.0 1020 1.5 '44.0 56.0 12.0 <1 = 10:30 1.5 ` 44.0 56.0 12.0 <1 10:40 1.25 ' 44.0 56.0 12.0 <7 ,1050 1.5 ' 44.0 56.0 12.0 <1 = 11:15 2.0 '44.0 56.0 12.0 <7 = 11:30 2.25 • 44.0 56.0 12.0 <1 = 11:40 2.25 ` 44.0 56.0 12.0 <1 P-8 55.0 10:20 10 ' 43.0 48.0 5.0 2.0 10:30 10 48.0 48.0 0.0 >120 10:40 30 48.0 48.25 0.25 120 11:10 60 48.25 48.75 0.5 120 1210 220 '43.0 48.5 5.5 40 P-9 52.25 10:20 6 •40.25 52.25 12.0 <1 1050 6 '40.25 52.25 12.0 <i 11:10 7 '40.25 52.25 12.0 <1 1120 8 '40.25 52.25 12.0 <1 11:30 8 '40.25 52.25 12.0 <i 11:40 9 ` 40.25 52.25 12.0 <1 Immo rkM- eI-5Z1i�1 C�O�J<G Indicates water was added to hole Indicates test was restarted Fig. 8 PITKIN ENVIROI 40MENTAL HEALTH DEPARTMENP ISDS DESIGN CALCULATIONS a-/ .. �� - 167 /`- Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1200 State Review Required? no Perc Rate _(T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2100 Minimum tank capacity 2i,25 gallons LittfL Absorption Area (=Q/5 X SQRT perc rate) A = 0 sq. ft. of absorption area required 0 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum : 50% only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 0 sq.ft. with 50% reductionTREJCHHS 0 sq ft 30% reduction BED 0 gravelless chamber units with reduction 0 chamber units with reduc. Type of system: DAbsorption trenches DAbsorption bed D Gravelless chambers DDry well DSeepage Pit DOther (type) SETBACK FROM WELL # of feet = 188 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 138 SETBACK FROM DRY GULCH # of feet - 113 000027 n LJ 0 ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT Chaparral Aspen AH Condominium Association - Duplex, Inc. CONTRACT NO. 482 Application having been made by or on behalf of Chaparral Aspen AH Condominium Association - Duplex, 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 0.3 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 paymen t as therein specified and subject to the following specific conditions: 1. The Applicant has acknowledged that the land to be benefitted by the attached Contract is described on Exhibit A attached hereto and incorporated herein by this reference. 2. 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 to enforce 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. 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 shallgive notice of the obligations of this Contract to purchasers of all or any part of the property served by this Contract. Applicant and its successors and assigns shall comply with all rules and regulations now existing or hereafter adopted by the District to enforce 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. .4. 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. -1- Appendix 1 0 0 5. Applicant has represented to the District that the proposed use of the land to be benefitted by the water allotted hereunder has been approved b_v 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 benefitted hereunder is legally subdivided. 6. Any well permits issued on the basis of this Allotment Contract shall be applied for and issued in the name of the Applicant. 7. By acceptance of this Contract, Applicant acknowledges thatwithin twoyears 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)(I). 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. -2- 000029 8. The Applicant has acknowledged that at the time of this Order, the Applicant is unable to place the water allotted hereunder to beneficial use. The Applicant has represented that he anticipates having a future need for the allotted water and the District has approved said Application subject to the following additional provisions: (a) In the event the District hereafter receives a request for a Water Allotment Contract which it cannot satisfy from its then available and uncommitted water rights, and if the District desires to utilize some part or all of the water allotted to the Applicant hereunder to satisfy such request, the District shall give the Applicant written notice of such desire, requesting that the Applicant show a specific current need for the water allotted hereunder or that Applicant will have such need within the reasonably foreseeable future. To the extent that Applicant is unable to show such need to the District's satisfaction within ninety (90) days of the Applicant's receipt of such notice, the District may thereupon declare the Applicant's Allotment Contract terminated to such extent. To the extent that the Applicant's Allotment Contract is terminated as above provided, the Applicant's obligation to pay the District's water service charge shall terminate accordingly; provided that nothing herein shall relieve the Applicant's obligation to pay fees and charges accrued under the Water Allotment Contract as of the date of termination. The water allotted to the Applicant hereunder shall not be included in any plan of augmentation filed by or on behalf of the District until the Applicant has identified a specific use or uses and point or points of diversion for the allotted water. 9. Any and all conditions imposed upon the release and diversion of water allotted hereunder in any water rights plan of augmentation or other water rights decree of the Water Court for Water Division No. 5 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 benefitted hereby. 10. 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 n,:_ _..,._,...._...:...._. -3- 0 0 condition of the extension of service hereunder, and the District shall in no way be liable for an Applicant's failure to comply. Approved tlus 8th day of November, 2005. Attest: By: Barbara Mick, Secretary BASALT WATER CONSERVANCY DISTRICT -4- John K. Cerise, President 0 0 BASALT WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT NO. 482 Pursuant to C.R.S. 1973, 37-45-131 Chaparral Aspen AH Condominium Association - Duplex, 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, 1973,37-45-1.01, et sees ., for an allotment Contract forbeneficial 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: hi 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 0.3 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. eee032 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: X Domestic/Municipal _ Industrial _ 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 pointand 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 000033 0 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. 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 0000311 0 0 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 mayexist 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 allallot- tees 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 users receiving the same service from the District. Applicant shall also be bound by all Q3O035 0 0 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. CURTAILMENTOFUSE: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 TITLE: 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. 000036 41 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 com- monly 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. 2. The District may terminate this Contractif,initsdiscretion,any judicial or administrative proceedings initiated by Applicant threaten the District's authority to contract for delivery or use of the District's water rights, ., .... w,.,. ,,. ,µ.....,.. �— ,..,.....,,,,,.. 6 33003-1 0 0 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 W ater Allotmen t Contract will be recorded with the Pitkin County Clerk and Recorders Office. The costs of recording the Memorandum shall be paid. by Applicant. in PrintIs Title: Pres dent Applicant's Address: _.._Chaparral Aspen AH Condominium.Association ,.Duplex,.Inc...... _....__. STATE OF COLORADO ) ) ss. COUNTY OF (�', ra n d ) Subscribed and sworn to before me this /(a a -h day of Moue robe r 20()5, by C. CIarK L;PCbo,b (name),as Presidemt (title) on behalf of Chap ral Aspen AH Condominium Association - Duplex, Inc. WITNESS my hand and official seal. My commission expires: 11-11-6(p �ry� /;'LOF Y l:pY VdRP;�' a� No ry Pu 4 is a NOTPUBLIC �TA7E COLORADO My Commission Expires 041li12006 7 0 000 03 3 EXHIBIT A HOMESTEAD 116, CHAPARRAL ASPEN AFFORDABLE HOUSING FINAL PLAT, according to the recorded Plat thereof recorded in Plat Book 66 at Page 21 as Reception No. 486982 at the Pitkin County Clerk and Recorder's office on August 15, 2003. Which property can also be described as follows: HOMESTEAD 1113: A PARCEL OF LAND SITUATED IN SECTION 9, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE W1/4 CORNER OF SECTION 9, AN ALUMINUM CAP L.S. NUMBER 17491 IN PLACE; THENCE S6952'10"E, A DISTANCE OF 380.69 FEET TO THE NORTHWESTERLY BOUNDARY CORNER OF HOMESTEAD 11, A REBAR AND CAP L.S. NO. 15710, IN PLACE; THENCE S47'03'56"E A DISTANCE OF 477.68 FEET TO THE POINT OF BEGINNING; THENCE N86°28'07'E, A DISTANCE OF 178.24 FEET; THENCE S W44'27'E, A DISTANCE OF 214.94 FEET; THENCE S34°24'58"W, A DISTANCE OF 167.18 FEET; THENCE N47°03'56"W, A DISTANCE OF 359.42 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINING 41,184 SQUARE FEET OF 0.945 ACRES, MORE OR LESS. 000031 A CHH E 0 -6 u m _m ��[Yv zzszfzzzszzz ZU' ZZZ o d ( (D(7a (9(D 0 U' U' ( U' m O c ¢x� m o E p 0 0 0 0 0 0 0 0 0 0 N c ? m c Z. 0. F 0 0 0 0 0 0 0 0 0 0 0 0 O O Y OS O S O O S O S N S S S O O O O O O O O c j O G O G O O O C G C O G O E E J o c m tt tt U C o o AS SSS SSSS S S S S S WW N Uc 000000000000 O W > 88 SS pppp O M.—Mm S S O O S O O S 0000 CMA U o mE0 gg?s�?�Sg25SS 0 0 o c6 6 6 6 6 o 6 o c 0 0 U '� �+ p rn m m rn a w w rn rn rn rn a `0 m ,n`�Eo 00000 000000 p c o 0 o c o 0 0 0 0 o c o 0 O - mNmmmmmmmmmm p O N F 666066060600 Y 5� QQ �S$S8S8d�c'S�So m 2 S > O OOO ci 6666 66 C O J So S�S�S8SSSS 8 S C <2w " 0 0 o c o c o 0 0 0 0 0 c p��� SSSSSSSoSSS$ o O H So SSo SSS NE0 oSSSSS o ' E 0 o o o 0 0 0 o 0 o 0 o c o 0 U u y w H rnn m mrn v>mrn� mv>rn n -- --- -« -- -- -EL p C 0 0 0 0 0 0 0 0 0 0 0 0 A E E D� 3> V m C T m 6uo F `G p 1 "¢ c O W� Q W o Z 0 O O mS �8 O O U d E T m O U V E w'o w o S j o U S U c m a m O U N o m O c ¢x� m o E p O S c ? m c y = c O O I m U o m m o E m w O rn� c ? m c y = c c 0 R o a m E E i o c m tt tt U N � I 6D0 -FOOT WELL SPACING WAIVER AND CONSENT -- — - The undersigned C. Clark Lipscomb, president of Chaparral Aspen AH Condominium Association - Detached, Inc. ("Chaparral Aspen', states as follows: L Chaparral Aspen owns real property described as Homestead 11C, Chaparral Aspen Affordable Housing Subdivision, in Section 9, Township 9 South, Range 85 West of the 6`I' P.M. in Pitkin County, Colorado. Rock Hollow Way Well No.1 (Well Permit No. 62965-F) is located on Homestead 11 C. 2. The Chaparral Aspen AH Condominium Association—Duplex, Inc. ("Duplex Association") has applied for a permit to construct a new well on real property that it owns described as Homestead I IB, Chaparral Aspen Affordable Housing Subdivision, in Section 9, Township 9 South, Range 85 West of the 6`h P.M. in Pitkin County, Colorado. Chaparral Aspen has reviewed the well permit application to be submitted to the State Engineer and understands the purpose of such request as specified in the well permit application. 3. The location for the subject Rock Hollow Way Well No. 2 will be 600 feet or less from Rock Hollow Way Well No. 1. 4. Chaparral Aspen consents to the application to be submitted and the use of the Rock Hollow Way Well No. 2 for the uses proposed in the application. Chaparral Aspen specifically waives any objection to the issuance of additional, new or amended well permits for Rock Hollow Way Well No. 2 as set forth in the referenced applications. Chaparral Aspen requests that permit issuance not be postponed or denied because of any concerns by the State Engineer=s Office or others that the proposed uses will materially affect Rock Hollow Way Well No. 1. Chaparral Aspen also specifically waives any right to participate in a hearing before the State Engineer pursuant to C.R.S. §37-90- 137(2) regarding 600 -foot spacing between Rock Hollow Way Well Nos. 1 and 2. Dated this,;Idlday of acloi&—, 2005. CHAPARRAL ASPEN AH CONDOMINIUM ASSOCIATION — DETATCHED, INC., a WAChaparral Aspen\586 B\DWLuncnls\600 Fool Well Spacing Waiver RHW I.doc Appendix 2 000041 6 MW R.(= PLM W-rW =O -. _...._ .. _ ollcm Ram FILM W -F -v NOT FOR CONSTRUCTION IHM WAMM MW BE WPJRNED BY $ i'o1!®MA�gf A01116 L01�ACIOf1Y 1-1fMQ�-r eanwmfo'wuv brawwsnw .unw fn-fr. f rwa .rwa. .fre. .fva cAgvitvx - wap ;4LW i (DIPLDO Zocor CMK ca uu mall" iii'. FILA'S A-1 x d e �j Lu W m� s O 0- E = c 9 Z E� cAgvitvx - wap ;4LW i (DIPLDO Zocor CMK ca uu mall" iii'. FILA'S A-1 w MAY -12-2006 FR1 -0� e■ — --- ■ ■ i ■ ■ ■■ a 12:22 PM PMKPc Main uBin' 73(1 E. Durant Avc. %ulte 2(n) Aspin.('O SIbl1 970.920.11125 7'el 070.925,6$07 Pas FAX N0. 9256847 PATRICK, MILLER & KROPF, P.C. Attorneys at Law To: Nancy McKenzie Date: Fax #: 970-920-5077 Pages: From: Becky Moller, Paralegal An: non u/flrr 2a l5 I:. l'nnsel6ack RJ. Smtu 7011 Ph•+vyus, A% 9MI6 490-921 00.10I d 980.')21.9b99 bax May 12, 2006 2, including this cover sheet. Subject: Well Completion and Test Report for Permit #63739-F (Lot B - Duplex Well) A hard copy will not follow via U.S. Mail. Dear Nancy: Per your request, attached is the Well Completion and Test Report for Well Permit # 63739-F-. According to the Division Engineer, the Pump installation and Test Report has not been filed yet. Thanks, Becky IJ'you have any prablmtu receA•in' this traavnissio", piens. rall Becky Moller at (970) 920.1024. P. 01 This fncrinrtle u•nnsnrhsipn land/or the Ancumenlr nerongNm)•ing ill "'o, conrnin r:otfAendnl t0eacanon belonrinq 10 the.sende" which is protected by the ariornoy-ries, privilege. The inforrnotion is intended nnlyfor the use of the Individual or rhe unity "noted above. /fymr are mu the intended recipient you aro hereby notified that any disclos"re. eopPiq distribution or rhe rokinR of (rr)' action in reliance On the uronrents of this information is Strictly prohibited. If)rou have receive!!this tritasndesion in error and are an anorney or lawfirot. consult Slanting Comn.itter an Elhits and profesciana! Responsibility Formal Opinion 92d6R,rhich requires you to refrttio from esnntiaiRg three materiols. I' you Inivr ,vrrirerl this unnsnrissinn in error plensr immrdimel)' natif)• as M'telephone to arrange lar mmen of dee dnrmnrals. ennnU May•23. 2006 10:58AM H *COUNTRY CIVIL ENGINEERING FAX TRANSMITTAL N0.1959 P. 1 LAND SURVEYING DATE: 5/23/06 TO: PITKIN CO. ENVIRONMENTAL HEALTH ATTENTION: NANCY MCKENZIE FROM: DAN DENNISON FAX NUMBER: (970) 920-5077 HCE JOB NUMBER: 98068.1 1 TOTAL NUMBER OF PAGES (INCLUDING THIS COVER PAGE): 2 BRIEF DESCRIPnON OF INFORMATION: ATTACHED IS A THE WELL LOG AND WELL QUALITY TEST FOR CHAPARRAL ASPEN AFFORDABLE HOUSING WELL #2. RECEIVED Br. Pir."r,*� 444)' 2 v�4o /f �81114Z4 S �q O�R�fs( DATE: IF VW HAVE ANY PROBLaW RECMMC; TUM TRANSMUNWN. Pl rAW CALL' 1 S17 8WM AVMNUE, 6URE 101 GLENYVOODspR ,C0818o1 970-9456676 .PHONE 9709462566. RAE W -mcE G.CON —141NV"mEw DRIVM EAaT, MURE F-120 ENGLMWOOD, CO M0112 3039250544.PNONE 3039250547.FAE Miv 24. 2006 2:37PM H1000UNTRY ENGINEERING ■ ■� CML ENGINEERING Agm M EmpbyaArm Coequp FAX TRANSMITTAL DATE: 5/24/06 TO: PITCO ENVIRONMENTAL HEALTH DEPT. ATTENTION: NANCE MCKENZIE FROM: DAN DENNISON FAX NUMBER: (970) 9205077 HCE JOB NUMBER: 98068.1 1 No 2011 P. 1 LAND SURVEYING TOTAL NUMBER OF PAGES (INCLUDING THIS COVER PAGE): 2 BRIEF DESCRIPTION OF INFORMATION: ATTACHED IS A LETTER EXPRESSING THE QUALITY OF THE WELL FROM THE WELL PUMP TEST OPERATOR FOR THE 2ND WELL ON THE AFFORDABLE HOUSING LOT AT CHAPARRAL. DATE: IF YW HAVE ANY PR06LnO RSC6I M TF99 T'RANSUM80N, PLEMM CALL' _1517 9LA16 AV[NU[, SUR[ 101 GLEN WOOD 3PRIN09, CO 81601 970.9458676 • PHONE 970-945,2566• FAR WW ACENG.COM enon45 _ 141�NE9S ORM EAST, SURi F•120 ENGLEWOOD, CO 801 12 3039260544• PHONE 3039250547•FAR F03v.24. 2006 2 31PM HIGH 0 DATE' May 23, 2006 COUNTRY ENGINEERING3 945 6159 & At Yump 9nc, 8611 Paunty 9raad 117 q&wrood. Spunp CO 81601 AP c- 97C-945.6159 edE 970-948.61S9 .9,2= 970•94S-6159 TO: high Country Engineering 1151 -ice Ave Glenwood Springs, CO 81601 RE: Well Test 0 MayND_201136 L- 21PM P1 Attn' To Whom it May Concern, As per documented by the well test results for the number 2 well located at Chaparral Affordable Housing, this well tested a sustained yield of 15 GPM with very little drawdown and a quick recovery. This is an indication of very good well. If you have any questions, please call Rick, 945-6519. 5i* i ,4 s41ol5V l�Cl�'G Richard A Holub J & M Pump Inc 000046 7 tankYou! Received Time May.23, 1:51PM Mav•23. 2006°10 59AM1Oe"HIGH COUNTRY ENGINEERING _.__ ail: P levar�, US Mail: PO. Box 1712 ever CO 80217 4•q,p�, (303)692-3090 fax(30 344-9989 > mdFnvueamm� 0 No•1959 ). 3 Lab ID No. MSA -2005005123 Chaparall42 Collected 2/132006 2:00:OOPb Received 2/14/2006 8:00:21AM N2 Well Reported 2/15/2006 Collected By Rick Matrix Drinking Water J and M Pump Inc 8611 117 Road Glenwood Springs, CO 81601 Contact Name Contact Phone Purpose Routine Chlorine residual Payment Type Billed Test Name Result Method Name Escherichia coli PA E. coli not detected Total coliforms PA Coliform absent or less than one (<1), SM 9223 indicates a microbiologically safe sample LARS Interent Address: http://www.cdphe.state.co.us/ir/trhom.htm Modification Date2/152006 x203I , Cn�IC, Mav•23. 2006 10:58AM Hjj COUNTRY ENGINEERING Name of Well Address / Location Date PUMP TEST REPORT No.1959 JkP•j�/ SkECeiyvn j 0 NY Well Log Depth�� Pump Set tIng .f_/ Static Level ?" Pump Model. 9 5ft 0 =UMPT®scsneet.ns 00000 MAY -12-2006 FRI 12:22 PM P40AIER S I11Y-1h00 10110 FAOIFDIVISION RESOURCES FAX N0, 97 9256847 P. 02 8081662269 • T-420 P.02/02 F-002 L ELL CONSTRUCTION AND TEST REPORTT& OF COLORADO, OFFICE OF ME STATE EN01NEbR IFF — ^� I. RMCf N11MRfR 63739 F �? Q 9 2::3 CW: Chaparral Aspen AH Condo Assn - Duplex dress: 132 W. Main SI. rz,p_ ASPMCO.91611 :ccs "MWAL a OWS)I.9K) rn NW 1/4 sw u4 5eo1 9 Twp 9 S 9,ner. 15 W 171sTANCFS FROM SRC ones 2062 R Gam Soulb Eft, line end 1631 0• Rom Was Sa llne OR Eardot: Nunbat6 SUBDIVISION: LOT: BLOCK: FILING"rF): STREbT A DRESS 5�,�-- UNDSUR ACE1dLEVATION It DRILLGM6THOp RDOWY 4, pwiE COMPLC7EP: 1262000 TOTAL DEPIM 100 OEFFH COMPLETION: IOD S. I GEOLOGIC LOG e. nOLa 01AMRI1114 lwl FROM (a) • 70 (1) T of 1 man 9D _, o S6 Ohm6.5 56 loo l00 sTn .Orweb. Bou 7. PLAIN CASING OD (w) DM wag f.a rrva ln) e 7A SRr3 0]M -1 56 S3 I Stall .IU 5 t0 ,CASING: Saoon is 5.5 Sod 0.1 00 11 L Filter Pat 9. Pastanoconvm Wuor Locrled: 7ST MaWlal Type : Depth Sia; : Ra�lvlcr ; Inlewal lo. ii 4G RD Ra /H■nW D■IWb bKwn1 e1ma. ■ 6 RAM 1033 I1. DISINFECTION : Type : HTH AWL UW: I Di 17. w';! L'IE9 f pATA : () Ga ck Bo: IfTes lyra b subovOW On supplewor N TSST7NG Mk7hOD : A'v CWW Ci r S4auc Level: 74 ft. Oadl-" Mauwcd 1/262006 rmou rloo Rain I5. Ma PoWpltla Leval : Ton) tt D"vTL c Mumma 1262006 Tar Leto; 2 ham Tec RewArtn , �1,.Nvq y�l�avea® -tel .MVF� q■® 15.��tnMpe�g .�e�s a,a��� Ya■ �71111At:iuR Shehw� 11ul9 CaP. PIIma: (970)927A 162 Mal)ln0 Addle" : PO. Baa 1959 o"t, Co. 21 Lic. No. 1095 Name l runs (P)e TyPe w him) 91yn Oats 1292006 Wayne SWWX / Peeslneaa o o o o Ami ClAve7ihow Slap a tillf Log COLORADO DIVISION OF WATER RESOIllllllllES Office Use Only Form GWS -45 (1012004) DEPARTMENT OF NATURAL RESOURCE 1313 SHERMAN ST., RM 818, DENVER, CO 80203 phone - info: (303) 866-3587 main: (303) 866-3581 fax: 303 866-3589 http://www.water.state.m.us GENERAL PURPOSE Water Well Permit Application Review Instructions on reverse side prior to completing form. The form must be completed in black or blue ink or typed. 1. Applicant Information 6. Use Of Well (check applicable boxed_ Attach a detailed description of uses applied for. ❑Industrial o ower (describe): domestic and fire protection ❑Municipal See Exhibit B attached hereto. Now of apptiant Chaparral Aspen AH Condominium Association - Duplex, Inc. c/o Patrick, Miller & Kro�f, P.C._ _ __ -�linga — ____ __ - 730 E. Durant, Suite 200 El Irrigation 1 -State Zb code ❑ Commercial Aspen CO 81611 -Tesioxine� - -- - ---- (970) 920-1028 7. Well Data(pro osed Mmtini pumping rale Alveoli arrant to be wltitdrewn glxn � 15 1.6 acre-feet 2. Type Of Application check applicable boxes _-- -- - Total depth --� Aquler----- ---�-------- 200 fit Tributary Groundwater M Construct new well C]Use existing well ❑ Replace existing well ❑ Change or increase use ❑ Change source (aquifer) ❑ Reapplication (expired permit) 8. Land On Which Ground Water Will Be Used _ Legal Description (may be pmwded as an atfatlwts,q: See Exhibit C attached hereto. ❑ Other: 3. Refer To (if applicable) wed paomta Water cart area N/A I N/A — -Designated Basin Detern Ma a Wed name or a N/A Rock Hollow Way Well No. 2 (It used for crop Irrigation, attach a scaled map that shows irrigated area.) 4. Location Of Pro osed Well minty Pitkin NW 1/dufthe SW 1a A. aAciB. 0.945 owner Woody Creek Ventures, LLC section Township Nous Range i Rdndpat "hems- 9 1 9 ❑ IM 85 ❑ ® 1 6th C. Imam/ o m weds or water ripen' used w Itis land: See Exhibit D attached hereto. Distance of well Run section firm (section butes arc typiaay rent popady tat®) 2062 Ft. Komi N IM S 1031 FlAmi E M W 9. Proposed Well Driller License: N/A For replacerent wells only- distance and direction boon old well W new well NIA feet N/A direction 10. Signature Of Applicant(s) Or Authorized Agent Well location address or applicable) N/A The making of false statements herein constitutes perjury In the second Optional: GPS well location information in UTM format You must check GPS unit for required settings as follows: degree, which is punishable as a Gass 1 misdemeanor pursuant to C.R.S. 24-4-104 (13)(a). I have read the statements herein, know the contents there o nd state ftai re true to knowledge. Fmral mut be IJIIA _ � ) -- Date zone mut bels Units must be Meters Fasting N/A mium-al �pjlf'a/ Datum must be NAD83 Northing N/A Unit must be set to hue north Was GPS unit checked lar above? ❑ YES Remember to Bel Datum to NAD83 4% u ail office Use only 5. Parcel On Which Well Will Be Located USGSrreprame DWR nap no. Surface eli A. Legal Description(naybepwtdedasanattawram): Receipt area only See Exhibit A attached hereto. --.—.-- B. dolacres i C. Gomer ------ 0.945 1 Woody Creek Ventures, LLC WE _ WR twca D. Wa Itdsbedueo*w lw INs Arne?®YES❑NO(dw-dstodomwelfa) E. stale Pamd IDM loptloral): N/A TOPO MYLAR S05 DIV_ WD_ BA_ MD —__-- nnnnr-.i Uv U U O..) ww L 0 0 Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Tax Area Account Number I Parcel Number Mill Le 057 R019179 264309301012 26.08 Owner Name and Address WOODY CREEK VENTURES LLC 00 CLARK LIPSCOMB 132 W MAIN ST ASPEN, CO 81611 Legal Description SUB:CHAPARRAL ASPEN AFFORDABLE HOUSING LOT:I IB DESC: HOMESTEAD I 1 Location Physical Address: CHAPARRAL DR WOODY CREEK Subdivision CHAPARRAL ASPEN AFFORDABLE HOUSING Land Acres: 0.945 Land Sq Ft: FO - Property Property Tax Valuation Information Actual Value Assessed Value Land: 100,000 �— 29,000 Improvements: 0 1 0 CnnHl Printed for Nancy MacKenzie <nancym(a0,co.pitkin.co.us> 1/26/2006 TOP OF RIDGE ELEVATION = 121.25 TOP OF RIDGE ELEVATION = 120.25 TOP OF RIDGE ELEVATION = 112.21 FINISH FLOOR SECOND FLOOR ELEVAT ON = 108.94 CEILING MAIN FLOOR / ELEVATION = 108.09 FINISH FLOOR MAIN FLOOR ELEVATION = 100.00 TOP OF RIDGE ELEVATION = 121.25 TOP OF RIDGE ELEVATION = 120.25 TOP OF RIDGE ELEVATION = 112.21 CONDOMINIUM PLAT OF HOMESTEAD 11 E AND 11 C, CHAPARRAL ASPEN ACCORDING TO THE CHAPARRAL ASPEN AFFORDABLE HOUSING AMENDED FINAL PLAT OF HOMESTEADS 11A, 11P, AND 11C, RECORDED AS .RECEPTION NUMBER _______ COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 3 FINISH FLOOR SECOND FLOOR ELEVATION = 108.94 O ILINC MAIN /� FLOOR / L EVATION 10®AOATION 10®AO FINISH FLOOR MAIN FLOOR ELEVATION = 100.00 NORTHWEST DUPLEX SECTION A -A l-- SCALE;1/4° = 1 - 0" SOUTHEAST DUPLEX SECTION C -C SCALE: 1/4" = 1' - 0" NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. NORTHWEST DUPLEX SECTION B -B SCALE: 1/4" = 1' - 0" Flo UNT 3 i I UNIT 3 CN w STAIRWELL iv 3 BEYOND °D UNIT 3 { u, — -I UNIT 3 ad _i CLOSET UNDER STAIRWELL SOUTHEAST DUPLEX SECTION D -D SCALE: 1/4" = 1' - 0" PORCH L.C.E. UNIT 3 TOP OF RIDGE ELEVATION 121,25 FINISH FLOOR SECOND FLOOR ELEVATION = 108.94 FINISH FLOOR MAIN FLOOR ELEVATION = 100.00 TOP OF RIDGE ELEVATION = 121.25 TOP OF RIDGE ELEVATION = 120.25 FINISH FLOOR SECOND FLOOR \ ELEVATION = 108.94 JCEILING MAIN FLOOR ELEVATION = 108.09 FINISH FLOOR MAIN FLOOR ELEVATION = 100.00 a 19598 ` NAC LANA � F ' 005G 3) 0 0 Z O ® b } s aZ�o mu V 0 10 1p �0 �� o z as 0 ®®� O � 00 PROJECT NO� 680 30.077 3OOFS CONDOMINIUM PLAT OF HOMESTEAD 11B AND 11C, CHAPARRAL ASPEN ACCORDING TO THE CHAPARRAL ASPEN AFFORDABLE HOUSING AMENDED FINAL PLAT OF 9599 z �.n`AC•LAN� S. n''p 5v ,f ion 8 Z ® b �� na (RR�nnI vL a a ® o0 no �u ®z Z0 o Cal - CL 0 O PROJECT NO, 80060.07 2 Oa �", CONDOMINIUM PLAT OF \ HOMESTEAD 11 B AND 11 C, CHAPARRAL ASPEN 25' ACCESS .. EASEMENT N 86'28' 13 E 131.08' \ 19.57' SETBACK LINE AV%� CORDING TO THE CHAPARRAL ASPEN AFFORDABLE HOUSING t cpF \ AMENDED FINAL PLAT OF HOMESTEADS 11A, 11B, AND 11C, \SFS .. r S ss. e9 5' SETBACK p . .... .. 4 RECORDED AS .RECEPTION NUMBED ------------- .... .. .. .. .. 1p �2ja °8 F\ COUNTY OF PITKIN, STATE OF COLORADO VARIABLE DTH ACCESS GRAVEL F WIPER UTILITY EASE NT SEMENT \ SHEET 1 OF 3 LSBAR AND CAPNO 9598, FOUND \ �c Q/ NUMBER (TYPICAL) P.o.e. \ \ �e: \ HOME•STEADtIA UNIT LINES DELINEATE L.C.E. ONLY AND DO NOT HOMESTEAD 11B F; ELECT. MANHOLE 2 621 287 SQ FT t /\.............. .. HOMESTEAD 118 ?7 /per......... .. • • . 1,000 GALLON 41,184 SQ. FT. t R9R, so.i76 ACRES t REPRESENT A SUBDIVISION OF REAL PROPERTY \ \ �... ...... DOSING TANK 0.945 ACRES t Rte. ... .... SEWER LEGEND OSS \ ��' ' . ' . ' . ' ' ' CLEAN-OUT 4 CAR GRAVEL 6 \ LEECH FIELD G.C.E. ( ) PARKING L.C.E. HOMESTEAD 116 ' ' E' UNIT 1 \ F BOUNDARY LINE \ 1,500 GALLON \ 20' UTILITY SEPTIC TANK UNIT LINE EASEMENT PER \ \ �,. - RED. NO.= /�`� SETBACK LINE & C - EXISTING EASEMENT LINE / UNIT LINE \ OVERHEAD ELECT, /9 � '� �� .`� -SS• REBAR AND CAP � - J a/4 LS NO 19598, FOUND SETBACK LINE (TYPICAL) G.C.E. GENERAL COMMON ELEMENT WALL G.C.E. WINDOW OR DOOR OF, \ '� . .. :, 2 �9�9 CRq POWER POLE O .0 8 \< \ L.C.E. LIMITED COMMON ELEMENT W/GUY WIRE \ �/ / .. 0 ® 1,500 GALLON O \ 20' UTILITY / / °•s2 ri�33 3.746,qO SEPTIC TANK _ SHEET INDEX - EASEMENT PER .� 2 CAR \ \ w REG No. 3/ ^ g� FACE OF DRYWALL INDI`ADUAL OWNERSHIP i ELECT. MANHOLE UNIT 1 ?S q' GRAVEL... \ ,� / L2..,�' - -PARKING . . ry00 SHEET 1 COVER SHEET NOTE; o °9 UNIT 2 INTERIOR DIMENSIONS ARE PROPOSED FACE OF DRYWALL "/ °o /o ^a 829 ^ '� SHEET 2 FLOOR PLANS UNITS 1-4 TO PROPOSED FA YWALL. OWNERSHIP AT EXTERIOR WINDOWS \ ^ry ^^ <� ry h' .�'�� ... ...... - SETBACK LINE & `?le AND DOOR SHOWN ON THIS DIAGRAM. WINDOW AND DOOR +g_ V PORCH L.C.E. v v 6 /� 2.CAR` - ' - ' UNIT LINE �� 7 �O3 s?' SHEET 3 SECTION PLANS UNITS 1-4 FRAWC5'iiRE GENERAL COMMON ELEMENT. ''�Yh •� UNIT 1 \ ' UNIT 2 s2 GRAVEL - - .. TYPICAL EXTERIOR WINDOW AND DOOR DETAIL LIRE Leo moo" V PARKING L: C. E. - - WELL VARIABLE WIDTH ACCESS , UNIT 1 ^��.VNIT.3 '\. S .. .... AND UTILITY EASEMENT rr� ro tiI� O , PER RECEPTION---------- ��\ �ti �O. ... '7 NUMBER A)� YARD Cl y a a 2 'CAR ..:65, .'.. . \ J UNIT \ / ^M ?� GRAVEL...... SRF \ ELECT. XFMR.-�' PORCH L.C.E. / UNIT 3?S' ? PLCE.. \ ON CONC. PAD UNIT 2 ^ L29 / UNIT 4 SEWER �g 1d O CLEAN-OUT /\ \ SOUTHWESTERLY LINE oo93J (TYPICAL) " \, �,'.'..... 100' WIDE COLORADO -UTE 7Q ELECTRICAL EASEMENT S ti tih p, SS• /PORCH r ip �`b ............ CENTERLINE DESCRIBED L.C.E. \ °p' UNIT 4 Sp 7^ %P PER BK. 205 AT PG. 364 S / 7 2S C q AND BK. 205 AT PG. 366 A .� UNIT 3 YARD L25 as .C�, .'..f'.'..... ...... p9, ro ..'pRi 8"0 PIPE TITLE EXAMINER'S_CERTI I, ______ ______ ___ __ ______ AS ------------- OF PITKIN COUNTY TITLE, INC. DO HEREBY CERTIFY THAT HAVE CAUSED AN EXAMINATION TO BE MADE ON THE REAL PROPERTY HEREIN DESCRIBED AND, BASED ON THAT EXAMINATION, WOODY CREEK VENTURES, L.L.C. IS THE FEE SIMPLE OWNER OF THE PROPERTY AND EXCEPT AS NOTED ON THIS PLAT SAID OWNERSHIP IS FREE AND CLEAR OF ALL OTHER MONETARY LIENS AND ENCUMBRANCES OF RECORD. DATED: ---------------------- PITKIN COUNTY TITLE, INC. LINE TABLE F CURVE TABLE LENGTH BEARING \ CURVE RADIUSLENGTH N 58'01'57" TANGENT CHORD BEARING CHORD DELTA C25 2499.98' 171.26' 85.66' S 49'01'41" E 171.23' 3°55'30" C26 188.00' 19.50' 9.76' N 56'07'00" W 19.50' 5'56'40" C27 2499.98' 78.64' 39.33' S 50'05'22" E 78.64' 1'48'09" C28 2499.98' 52.92' 26.46' S 48°34'55" E 52.91' 112'46" C29 2499.98' 39.70' 19.85' S 47'3114" E 39.70' 0'54'36" \ J UNIT \ / ^M ?� GRAVEL...... SRF \ ELECT. XFMR.-�' PORCH L.C.E. / UNIT 3?S' ? PLCE.. \ ON CONC. PAD UNIT 2 ^ L29 / UNIT 4 SEWER �g 1d O CLEAN-OUT /\ \ SOUTHWESTERLY LINE oo93J (TYPICAL) " \, �,'.'..... 100' WIDE COLORADO -UTE 7Q ELECTRICAL EASEMENT S ti tih p, SS• /PORCH r ip �`b ............ CENTERLINE DESCRIBED L.C.E. \ °p' UNIT 4 Sp 7^ %P PER BK. 205 AT PG. 364 S / 7 2S C q AND BK. 205 AT PG. 366 A .� UNIT 3 YARD L25 as .C�, .'..f'.'..... ...... p9, ro ..'pRi 8"0 PIPE TITLE EXAMINER'S_CERTI I, ______ ______ ___ __ ______ AS ------------- OF PITKIN COUNTY TITLE, INC. DO HEREBY CERTIFY THAT HAVE CAUSED AN EXAMINATION TO BE MADE ON THE REAL PROPERTY HEREIN DESCRIBED AND, BASED ON THAT EXAMINATION, WOODY CREEK VENTURES, L.L.C. IS THE FEE SIMPLE OWNER OF THE PROPERTY AND EXCEPT AS NOTED ON THIS PLAT SAID OWNERSHIP IS FREE AND CLEAR OF ALL OTHER MONETARY LIENS AND ENCUMBRANCES OF RECORD. DATED: ---------------------- PITKIN COUNTY TITLE, INC. L.C.E. y/ S HOWESTEAD 11C c9A UNIT 3oo��/'ti \��Ay ^. ip p42,197 SQ. FT.� �y 0,969 ACRES t Cp ^ ti YARD ti v \ F L.C.E. ... . 59 UNIT 4 Off' �'0 PORCH L. C, E. �,•,` . . . . . . . . . . ' SETBACK LINE & UNIT 4 \ g' S UNIT LINE \ SETBACKS / UTILITY ESM T. FOR G,RAVEL'. / 2 CAR` CONCRETE 61 \ THE BENEFIT OF .PARKING, . ?^ �'...'. VALLEY PAN ,',',','�•'F',' \ / /HOMESTEAD 11B & 11C UN TES,... J/� 1,000 GALLON ---------- epo �� ?� 0..'. SEPTIC TANK BY: ---------------- ----- YARD Op .5�-.... (NAME AND TITLE) NOTES: �� L.C.E. UNIT 5 0 . . ° e STATE OF COLORADO E NOTE # 9 1 1041 ENVIRONMENTAL HAZARD REVIEW AREAS EXIST THAT MIGHT AFFECT THE PROPERTY, \ ryry. UNIT 5 \ tiry/ SEWER SS. ANY IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF, p• CLEAN-OUT 2 CAR - COUNTY OF PITKIN ) 2 BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF TRUE NORTH DETERMINED BY \' / ry (TYPICAL) GRAVEL.`F< Q THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF GPS OBSERVATION YIELDING A BEARING OF S 00'16'48" E BETWEEN THE WEST •� / \�9p / PARKING ___________ _ 200__ BY --------------------------, AS QUARTER CORNER OF SECTION 10, A BLM ALUMINUM CAP IN PLACE AND THE SOUTHWEST ,y0 ¢ •..1/ L.C.E.', /v C a __ OF PITKIN COUNTY TITLE, INC. CORNER OF SECTION 10, AN ALUMINUM CAP LS #15710 IN PLACE. \</yK, o° y0 oa o ONIt6. � .4` ------------- a n• g o 1,000 GALLON WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES:_________ 3 THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND \ ��°' p0 �' ?�G O. SEPTIC TANK EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE PORCH L.C.E. % oo COW ITMENT PREPARED BY PITKIN COUNTY TITLE, INC., CASE NO, PCT16662L DATED SEE NOTE 9 `tib 9 v DECEMBER 6, 2001. 6 � / � UNIT 6 - ------------ 4 YARD # e / .......... ------------------- 4 DATE OF SURVEY WAS JUNE 1999 THROUGH MAY 2001. S6+ `�' R ti NOTARY PUBLIC \ L.C.E. UNIT 6 h SEWER REBAR AND CAP /y YARD O .�(`�/^°j CLEAN-OUT 5 HAZAROa•^REVIEW STHIS iURVEY IS ITE EPLAN FOR CHAPARRAL N THE FIRST NASPEN, RECORDED ASDED SUBDIVISION ERECEPTIONONUMBER LS NO 19598, FOUND L.C.E. UNI. 5 \ PORCH L.C•E M`�^O`1' (TYPICAL) - - - 473441, THE CHAPARRAL ASPEN AFFORDABLE HOUSING AMENDED FINAL PLAT OF HOMESTEADo1C / UNIT 6 �/ / HOMESTEADS 11A. 11 B. AND 11C. RECORDED AS RECEPTION NUMBER , AND \ ..�.� ... S� COUNTY SURVEYOR'S CERTIFIFACTE CORNERS FOUND IN PLACE. APPROVED FOR ITS CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, •6' \ ep0 0' 7 CALCULATIONS AND DRAFTING PURSUANT TO C.R.S., 38-51-101 AND 102 (REVISED) PITKIN COUNTY SURVEYOR THE UNDERSIGNED A DULY AUTHORIZED REPRESENTATIVE OF BANK OF AMERICA N.A. BEING THE MORTGAGEE OF THE HEREIN DESCRIBED REAL PROPERTY AS EVIDENCED BY THAT DEED OF TRUST RECORDED AS RECEPTION NUMBER 460679 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY, COLORADO, HEREBY CONSENTS TO THE RECORDING OF THIS MAP. BY: AS: OF BANK OF AMERICA N.A. (TITLE) STATE OF COLORADO ) )SS. COUNTY OF PITKIN ) THE FOREGOING MORTGAGEE'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 200_, BY AS OF BANK OF AMERICA, N.A. WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES NOTARY PUBLIC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 6 ALL AI?EAS OUTSIDE OF UNITS ARE GENERAL COMMON ELEMENTS (G.C.E.) UNLESS NOTED OTHERWISE. 7 ALL DIMENSIONS WITHIN 0.1' TOLERANCE PLUS OR MINUS. 8 THE CREATION OF THIS COMMON INTEREST COMMUNITY, DOES NOT CONSTITUTE A LEGAL SUBDI\ISION OF LAND PURSUANT TO THE PITKIN COUNTY LAND USE CODE. THE SEPARATE OWNER',HIP INTERESTS DO NOT RESULT IN THE CREATION OF SEPARATE, LEGAL LOTS UNDER THE PITKIN COUNTY LAND USE CODE. 9 CONDOMINIUM UNITS 5 THROUGH 7 HAVE VERTICAL BOUNDARIES ONLY (AS DEFINED IN C.R.S. 38-33-3-103). 10 THIS P,AT HAS BEEN PREPARED BASED ON EXISTING FOUNDATIONS. BUILDING FLOOR PLANS AND SECTIONS ON SHEETS 2 AND 3 ARE BASED ON ARCHITECTURAL PLANS. 11 A UTILITY EASEMENT IS LOCATED OVER THE ENTIRE PROPERTY EXCEPTING THE BUILDING A UNITS, TO ALLOW EXTENSION OF WATER, SEWER GAS, ELECTRIC AND CABLE TV INCLUDING SYSTEM APPERATANCENCE FOR THE BENEFIT OF THE HOMEOWNERS WITHIN HOMESTEADS 11B, AND 11C. 12 ANY AL'ERATION, CHANGE, EXPANSION, MODIFICATION OF ANY STRUCTURE IN THE COMMON INTEREST COMMUNITY MAY REQUIRE THE APPROVAL OF PITKIN COUNTY. 13 THE DECLARANT HAS RESERVED THE RIGHT TO CREATE TIMESHARE INTERESTS WHICH MAY REQUIRE THE APPROVAL OF PITKIN COUNTY BEFORE SUCH UNITS MAY BE LAWFULLY CREATED. 14 THE DECLARANT HAS RESERVED THE RIGHT TO EXERCISE ADDITIONAL DEVELOPMENT RIGHTS AND/OR MAKE ADDITIONAL IMPROVEMENTS WHICH MAY REQUIRE THE APPROVAL OF PITKIN COUNTY BEFORE SUCH ADDITIONAL DEVELOPMENT RIGHTS MAY BE LAWFULLY EXERCISED OR CREATED, OR ADDITIONAL IMPROVEMENTS MAY LAWFULLY OCCUR. 15. HOMESTEAD 11B CONTAINS A WATER SYSTEM THAT SHALL SERVE 8 BEDROOMS AND 16 PERSONS RESIDING IN THE 4 DUPLEX UNITS LOCATED ON HOMESTEAD 11B AND SHALL BE OWNED AND OPERATED BY CHAPARRAL ASPEN AH CONDOMINIUM ASSOCIATION - DUPLEX, INC. HOMESTEAD 11C CONTAINS A WATER SYSTEM THAT SHALL SERVE 9 BEDROOMS AND 18 PERSONS RESIDING IN THE 3 SINGLE FAMILY HOUSES LOCATED ON HOMESTEAD 11C AND SHALL BE OWNED AND OPERATED BY CHAPARRAL ASPEN AH CONDOMINIUM ASSOCIATION - DETACHED, INC. THERE IS NO PHYSICAL CONNECTION BETWEEN THE WATER SYSTEMS LOCATED ON HOMESTEAD 11B AND 11C. UNDER NO CIRCUMSTANCES SHALL THE WATER SYSTEMS LOCATED ON HOMESTEAD 11B AND 11C BE PHYSICALLY INTERCONNECTED OR BE OWNED OR OPERATED BY THE SAME ENTITY. FURTHER, UNDER NO CIRCUMSTANCES SHALL THE EITHER WATER SYSTEM HAVE MORE THAN 14 SERVICE CONNECTIONS USED BY YEAR-ROUND RESIDENTS OR SERVE MORE THAN 24 YEAR-ROUND RESIDENTS. THE OWNERS AND OPERATORS OF THE WATER SYSTEMS SHALL SUBMIT AN ANNUAL INSPECTION TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION THAT SPECIFIES THE NUMBER OF NEW CONNECTIONS MADE TO THE WATER SYSTEMS, IF ANY, AND THE EXISTENCE OF UNAUTHORIZED CONNECTIONS MADE TO THE WATER SYSTEMS. IF ANY. 9• 12.26' \ �C o° tiry UNIT 7 \ SEE NOTE # 9 PORCH L.C.E. UNIT 7 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 a EDGE OF GRAVEL CD LINE TABLE F 1,000 LINE LENGTH BEARING \ L20 1.88' N 58'01'57" W L21 4.69' N 31'58'03" E L22 10.46' S 58'01'57" E 123 4.69' N 31°56'03" E L24 1.87' N 58'01'57" W L25 1.88' N 55'30'28" W 1264.69' N 34.29'32" E L27 10.46' S 55.30'28" E L28 4.69' N 34'29'32° E 29 1.87' N 55'30'28" W L.C.E. y/ S HOWESTEAD 11C c9A UNIT 3oo��/'ti \��Ay ^. ip p42,197 SQ. FT.� �y 0,969 ACRES t Cp ^ ti YARD ti v \ F L.C.E. ... . 59 UNIT 4 Off' �'0 PORCH L. C, E. �,•,` . . . . . . . . . . ' SETBACK LINE & UNIT 4 \ g' S UNIT LINE \ SETBACKS / UTILITY ESM T. FOR G,RAVEL'. / 2 CAR` CONCRETE 61 \ THE BENEFIT OF .PARKING, . ?^ �'...'. VALLEY PAN ,',',','�•'F',' \ / /HOMESTEAD 11B & 11C UN TES,... J/� 1,000 GALLON ---------- epo �� ?� 0..'. SEPTIC TANK BY: ---------------- ----- YARD Op .5�-.... (NAME AND TITLE) NOTES: �� L.C.E. UNIT 5 0 . . ° e STATE OF COLORADO E NOTE # 9 1 1041 ENVIRONMENTAL HAZARD REVIEW AREAS EXIST THAT MIGHT AFFECT THE PROPERTY, \ ryry. UNIT 5 \ tiry/ SEWER SS. ANY IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF, p• CLEAN-OUT 2 CAR - COUNTY OF PITKIN ) 2 BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF TRUE NORTH DETERMINED BY \' / ry (TYPICAL) GRAVEL.`F< Q THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF GPS OBSERVATION YIELDING A BEARING OF S 00'16'48" E BETWEEN THE WEST •� / \�9p / PARKING ___________ _ 200__ BY --------------------------, AS QUARTER CORNER OF SECTION 10, A BLM ALUMINUM CAP IN PLACE AND THE SOUTHWEST ,y0 ¢ •..1/ L.C.E.', /v C a __ OF PITKIN COUNTY TITLE, INC. CORNER OF SECTION 10, AN ALUMINUM CAP LS #15710 IN PLACE. \</yK, o° y0 oa o ONIt6. � .4` ------------- a n• g o 1,000 GALLON WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES:_________ 3 THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND \ ��°' p0 �' ?�G O. SEPTIC TANK EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE PORCH L.C.E. % oo COW ITMENT PREPARED BY PITKIN COUNTY TITLE, INC., CASE NO, PCT16662L DATED SEE NOTE 9 `tib 9 v DECEMBER 6, 2001. 6 � / � UNIT 6 - ------------ 4 YARD # e / .......... ------------------- 4 DATE OF SURVEY WAS JUNE 1999 THROUGH MAY 2001. S6+ `�' R ti NOTARY PUBLIC \ L.C.E. UNIT 6 h SEWER REBAR AND CAP /y YARD O .�(`�/^°j CLEAN-OUT 5 HAZAROa•^REVIEW STHIS iURVEY IS ITE EPLAN FOR CHAPARRAL N THE FIRST NASPEN, RECORDED ASDED SUBDIVISION ERECEPTIONONUMBER LS NO 19598, FOUND L.C.E. UNI. 5 \ PORCH L.C•E M`�^O`1' (TYPICAL) - - - 473441, THE CHAPARRAL ASPEN AFFORDABLE HOUSING AMENDED FINAL PLAT OF HOMESTEADo1C / UNIT 6 �/ / HOMESTEADS 11A. 11 B. AND 11C. RECORDED AS RECEPTION NUMBER , AND \ ..�.� ... S� COUNTY SURVEYOR'S CERTIFIFACTE CORNERS FOUND IN PLACE. APPROVED FOR ITS CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, •6' \ ep0 0' 7 CALCULATIONS AND DRAFTING PURSUANT TO C.R.S., 38-51-101 AND 102 (REVISED) PITKIN COUNTY SURVEYOR THE UNDERSIGNED A DULY AUTHORIZED REPRESENTATIVE OF BANK OF AMERICA N.A. BEING THE MORTGAGEE OF THE HEREIN DESCRIBED REAL PROPERTY AS EVIDENCED BY THAT DEED OF TRUST RECORDED AS RECEPTION NUMBER 460679 OF THE REAL ESTATE RECORDS OF PITKIN COUNTY, COLORADO, HEREBY CONSENTS TO THE RECORDING OF THIS MAP. BY: AS: OF BANK OF AMERICA N.A. (TITLE) STATE OF COLORADO ) )SS. COUNTY OF PITKIN ) THE FOREGOING MORTGAGEE'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 200_, BY AS OF BANK OF AMERICA, N.A. WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES NOTARY PUBLIC NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 6 ALL AI?EAS OUTSIDE OF UNITS ARE GENERAL COMMON ELEMENTS (G.C.E.) UNLESS NOTED OTHERWISE. 7 ALL DIMENSIONS WITHIN 0.1' TOLERANCE PLUS OR MINUS. 8 THE CREATION OF THIS COMMON INTEREST COMMUNITY, DOES NOT CONSTITUTE A LEGAL SUBDI\ISION OF LAND PURSUANT TO THE PITKIN COUNTY LAND USE CODE. THE SEPARATE OWNER',HIP INTERESTS DO NOT RESULT IN THE CREATION OF SEPARATE, LEGAL LOTS UNDER THE PITKIN COUNTY LAND USE CODE. 9 CONDOMINIUM UNITS 5 THROUGH 7 HAVE VERTICAL BOUNDARIES ONLY (AS DEFINED IN C.R.S. 38-33-3-103). 10 THIS P,AT HAS BEEN PREPARED BASED ON EXISTING FOUNDATIONS. BUILDING FLOOR PLANS AND SECTIONS ON SHEETS 2 AND 3 ARE BASED ON ARCHITECTURAL PLANS. 11 A UTILITY EASEMENT IS LOCATED OVER THE ENTIRE PROPERTY EXCEPTING THE BUILDING A UNITS, TO ALLOW EXTENSION OF WATER, SEWER GAS, ELECTRIC AND CABLE TV INCLUDING SYSTEM APPERATANCENCE FOR THE BENEFIT OF THE HOMEOWNERS WITHIN HOMESTEADS 11B, AND 11C. 12 ANY AL'ERATION, CHANGE, EXPANSION, MODIFICATION OF ANY STRUCTURE IN THE COMMON INTEREST COMMUNITY MAY REQUIRE THE APPROVAL OF PITKIN COUNTY. 13 THE DECLARANT HAS RESERVED THE RIGHT TO CREATE TIMESHARE INTERESTS WHICH MAY REQUIRE THE APPROVAL OF PITKIN COUNTY BEFORE SUCH UNITS MAY BE LAWFULLY CREATED. 14 THE DECLARANT HAS RESERVED THE RIGHT TO EXERCISE ADDITIONAL DEVELOPMENT RIGHTS AND/OR MAKE ADDITIONAL IMPROVEMENTS WHICH MAY REQUIRE THE APPROVAL OF PITKIN COUNTY BEFORE SUCH ADDITIONAL DEVELOPMENT RIGHTS MAY BE LAWFULLY EXERCISED OR CREATED, OR ADDITIONAL IMPROVEMENTS MAY LAWFULLY OCCUR. 15. HOMESTEAD 11B CONTAINS A WATER SYSTEM THAT SHALL SERVE 8 BEDROOMS AND 16 PERSONS RESIDING IN THE 4 DUPLEX UNITS LOCATED ON HOMESTEAD 11B AND SHALL BE OWNED AND OPERATED BY CHAPARRAL ASPEN AH CONDOMINIUM ASSOCIATION - DUPLEX, INC. HOMESTEAD 11C CONTAINS A WATER SYSTEM THAT SHALL SERVE 9 BEDROOMS AND 18 PERSONS RESIDING IN THE 3 SINGLE FAMILY HOUSES LOCATED ON HOMESTEAD 11C AND SHALL BE OWNED AND OPERATED BY CHAPARRAL ASPEN AH CONDOMINIUM ASSOCIATION - DETACHED, INC. THERE IS NO PHYSICAL CONNECTION BETWEEN THE WATER SYSTEMS LOCATED ON HOMESTEAD 11B AND 11C. UNDER NO CIRCUMSTANCES SHALL THE WATER SYSTEMS LOCATED ON HOMESTEAD 11B AND 11C BE PHYSICALLY INTERCONNECTED OR BE OWNED OR OPERATED BY THE SAME ENTITY. FURTHER, UNDER NO CIRCUMSTANCES SHALL THE EITHER WATER SYSTEM HAVE MORE THAN 14 SERVICE CONNECTIONS USED BY YEAR-ROUND RESIDENTS OR SERVE MORE THAN 24 YEAR-ROUND RESIDENTS. THE OWNERS AND OPERATORS OF THE WATER SYSTEMS SHALL SUBMIT AN ANNUAL INSPECTION TO THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION THAT SPECIFIES THE NUMBER OF NEW CONNECTIONS MADE TO THE WATER SYSTEMS, IF ANY, AND THE EXISTENCE OF UNAUTHORIZED CONNECTIONS MADE TO THE WATER SYSTEMS. IF ANY. 9• 12.26' \ �C o° tiry UNIT 7 \ SEE NOTE # 9 PORCH L.C.E. UNIT 7 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 a EDGE OF GRAVEL CD SCAL.E:1 "=2000' KNOW ALL MEN BY THESE PRESENTS THAT WOODY CREEK VENTURES, LLC., WHOSE ADDRESS IS 132 WEST MAIN STREET, ASPEN, COLORADO, 81611, BEING THE SOLE OWNER IN FEE SIMPLE OF ALL OF THAT REAL PROPERTY DESCRIBED HEREIN, CONTAINING 1.913 ACRES, MORE OR LESS, SITUATED IN THE COUNTY OF PITKIN, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: HOMESTEAD 11B, AND HOMESTEAD 11C ACCORDING TO THE CHAPARRAL ASPEN AFFORDABLE HOUSING AMENDED FINAL PLAT OF HOMESTEADS 11A, 11B, AND 11C, RECORDED AS RECEPTION NUMBER HAVE BY THESE PRESENTS LAID OUT, PLATTED AND DESCRIBED THE SAME INTO CONDOMINIUM UNITS AS SHOWN HEREON AND DESIGNATE THE SAME AS HOMESTEAD 11B AND 11C, CHAPARRAL ASPEN, A CONDOMINIUM, IN COUNTY OF PITKIN, STATE OF COLORADO; AND SO FURTHER STATE THAT THE CONDOMINIUM SHALL BE SUBJECT TO THE PROTECTIVE COVENANTS FILED AND RECORDED FOR THIS CONDOMINIUM IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO IN BOOK AT PAGE , AND AS RECEPTION NO. EXECUTED THIS DAY OF A.D., 200_. WOODY CREEK VENTURES, LLC BY: CLARK LIPSCOMB AS MANAGER STATE OF COLORADO ) )SS. COUNTY OF PITKIN ) THE FOREGOING OWNER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 200_Y CLARK LIPSCOMB AS MANAGER OF WOODY CREEK VENTURES, LLC. WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBLIC T BY SIGNING THIS MAP OR PLAT, THE COUNTY ATTORNEY SIGNS ONLY AS TO FORM AS REQUIRED BY THE PITKIN COUNTY LAND USE CODE. THE COUNTY ATTORNEY DOES NOT REPRESENT OR WARRANT THAT THIS (COMMON INTEREST COMMUNITY) HAS BEEN CREATED IN CONFORMANCE WITH STATE LAW. BY COUNTY ATTORNEY UTILITY EA;,_'MENT PER RECEPTON NO. -- \ SETBACK LINE REBAR AND CAP LS NO 19598• FOUND (TYPICAL) SURVEYOR'S CERTIFICATE 'wry I, FRANK W. HARRINGTON, A REGISTERED LAND SURVEYOR OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS CONDOMINIUM PLAT FOR HOMESTEAD 116 AND 11C, CHAPARRAL ASPEN, A CONDOMINIUM, THAT THE LOCATION OF THE OUTSIDE BOUNDARIES, ROADS, EXISTING STRUCTURES, FACILITIES, AND OTHER FEATURES ARE ACCURATELY AND CORRECTLY SHOWN HEREON, THAT THE SAME ARE BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS CONDOMINIUM PLAT FOR HOMESTEAD 11B AND 11C, CHAPARRAL ASPEN, A CONDOMINIUM MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN COLORADO REVISED STATUTES 1973, TITLE 38, ARTICLE 53, AS AMENDED FROM TIME -TO -TIME AND THIS CONDOMINIUM PLAT CONTAINS ALL THE INFORMATION REQUIRED BY C.R.S. 38-33.3-209 OF THE COLORADO COMMON INTEREST OWNERSHIP ACT. DATED: V . \C_ 200-C- OPPO0• REG/S�� BY: FRANK W. HARRING M1I�� S. . 19.9,8 HIGH COUNTRY ENG E�frDG, C..a: LA�t� CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO, AT ----------- O'CLOCK ____.M., ON THE DAY OF ------ 200--, 200__, AND IS DULY RECORDED IN BOOK ------------ PAGE ------ AS RECEPTION N0. ------------------. ---- ---------------- CLERK AND RECORDER mm DEPUTY _AU 9e --t • • 404 PROJECT NO. J�330O Ut�oOO 7 F 1,000 GALLON \ DOSING TANK \ SCAL.E:1 "=2000' KNOW ALL MEN BY THESE PRESENTS THAT WOODY CREEK VENTURES, LLC., WHOSE ADDRESS IS 132 WEST MAIN STREET, ASPEN, COLORADO, 81611, BEING THE SOLE OWNER IN FEE SIMPLE OF ALL OF THAT REAL PROPERTY DESCRIBED HEREIN, CONTAINING 1.913 ACRES, MORE OR LESS, SITUATED IN THE COUNTY OF PITKIN, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: HOMESTEAD 11B, AND HOMESTEAD 11C ACCORDING TO THE CHAPARRAL ASPEN AFFORDABLE HOUSING AMENDED FINAL PLAT OF HOMESTEADS 11A, 11B, AND 11C, RECORDED AS RECEPTION NUMBER HAVE BY THESE PRESENTS LAID OUT, PLATTED AND DESCRIBED THE SAME INTO CONDOMINIUM UNITS AS SHOWN HEREON AND DESIGNATE THE SAME AS HOMESTEAD 11B AND 11C, CHAPARRAL ASPEN, A CONDOMINIUM, IN COUNTY OF PITKIN, STATE OF COLORADO; AND SO FURTHER STATE THAT THE CONDOMINIUM SHALL BE SUBJECT TO THE PROTECTIVE COVENANTS FILED AND RECORDED FOR THIS CONDOMINIUM IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO IN BOOK AT PAGE , AND AS RECEPTION NO. EXECUTED THIS DAY OF A.D., 200_. WOODY CREEK VENTURES, LLC BY: CLARK LIPSCOMB AS MANAGER STATE OF COLORADO ) )SS. COUNTY OF PITKIN ) THE FOREGOING OWNER'S CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 200_Y CLARK LIPSCOMB AS MANAGER OF WOODY CREEK VENTURES, LLC. WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES: NOTARY PUBLIC T BY SIGNING THIS MAP OR PLAT, THE COUNTY ATTORNEY SIGNS ONLY AS TO FORM AS REQUIRED BY THE PITKIN COUNTY LAND USE CODE. THE COUNTY ATTORNEY DOES NOT REPRESENT OR WARRANT THAT THIS (COMMON INTEREST COMMUNITY) HAS BEEN CREATED IN CONFORMANCE WITH STATE LAW. BY COUNTY ATTORNEY UTILITY EA;,_'MENT PER RECEPTON NO. -- \ SETBACK LINE REBAR AND CAP LS NO 19598• FOUND (TYPICAL) SURVEYOR'S CERTIFICATE 'wry I, FRANK W. HARRINGTON, A REGISTERED LAND SURVEYOR OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS CONDOMINIUM PLAT FOR HOMESTEAD 116 AND 11C, CHAPARRAL ASPEN, A CONDOMINIUM, THAT THE LOCATION OF THE OUTSIDE BOUNDARIES, ROADS, EXISTING STRUCTURES, FACILITIES, AND OTHER FEATURES ARE ACCURATELY AND CORRECTLY SHOWN HEREON, THAT THE SAME ARE BASED ON FIELD SURVEYS PERFORMED UNDER MY SUPERVISION; THAT THIS CONDOMINIUM PLAT FOR HOMESTEAD 11B AND 11C, CHAPARRAL ASPEN, A CONDOMINIUM MEETS THE REQUIREMENTS OF A LAND SURVEY PLAT AS SET FORTH IN COLORADO REVISED STATUTES 1973, TITLE 38, ARTICLE 53, AS AMENDED FROM TIME -TO -TIME AND THIS CONDOMINIUM PLAT CONTAINS ALL THE INFORMATION REQUIRED BY C.R.S. 38-33.3-209 OF THE COLORADO COMMON INTEREST OWNERSHIP ACT. DATED: V . \C_ 200-C- OPPO0• REG/S�� BY: FRANK W. HARRING M1I�� S. . 19.9,8 HIGH COUNTRY ENG E�frDG, C..a: LA�t� CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO, AT ----------- O'CLOCK ____.M., ON THE DAY OF ------ 200--, 200__, AND IS DULY RECORDED IN BOOK ------------ PAGE ------ AS RECEPTION N0. ------------------. ---- ---------------- CLERK AND RECORDER mm DEPUTY _AU 9e --t • • 404 PROJECT NO. J�330O Ut�oOO 7 FIELD PIPE LATERAL LAYOUT N.T.S. BED OF 1 1/2" SCREENED ROCK, 12" THICK FILTER FABRIC SLOPE TO DRAIN SAND FILL CROSS SECTION N,T.S. EXISTING GROUND SURFACE REMOVABLE PVC CAP— INSTALL MARKER IF CAP IS TO BE BURIED. FINISH GRADE-\ 4" COUPLING 4" SEWER LINE 4" RISER 4" 45' SWEEP BEND O 4"x4"x4"� E" PVC WYE CLEAN OUT ASSEMBLY SEWER CLEAN OUT DETAIL N,T.S N SOLID CAP FOR SUPPORT ® BOTT00� O SAND, 0 REMOVABLE PVC CAP INSTALL MARKER IF CAP IS TO BE BURIED, — DRILL 4 - 1/2"0 AIR HOLES IN EXPOSED PIPE 4" 0 SOLID PIPE COUPLING 4" 0 PERFORATED PIPE WRAPPED WITH FILTER FABRIC COMBINATION AIR VENT 8c INSPECTION WELL DETAIL N.T,S. 4"X4"� TREATED ELEC. JCT. BOX POST RISER(S) TO GROUND SURFACE CAULK/SEAL WELL INLET Z '2 "ALARM" 13N a °ON" ro WEIGHT 2" AIR VENT 2" FEEDER LINE TO FIELD, SLOPED AT 1/8' PER FT. MIN, SHALL DRAIN BACK TO TANK AFTER EACH PUMP CYCLE, QUICK DISCONNECT OR UNION COIL AND TIE AN ADDITIONAL 10' OF WIRE FOR PUMP REMOVAL SUBMERSIBLE WASTEWATER PUMP "OFF" --- � a0 O O SET PUMP APPROX. 8" OFF FLOOR a s a NOTES; 1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK. (CISTERN) AT 4 DOSES PER DAY, 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION, 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN EACH RESIDENCE AND ON A CIRCUIT SEPARATE FROM THE PUMP. FIELD #1 5. PUMP SHALL BE CAPABLE OF AT LEAST 40 GPM ® 10 FT, OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) FIELD #2 5. PUMP SHALL BE CAPABLE OF AT LEAST 40 GPM ® 10 FT. OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) N. T. S. 1\1 REV1":. MAY 0 4 2006 PITKIN COUNTY E,NVRONNENTAL HEALTH& NATURAL RESOURCES TABLE II TABLE OF MINIMUM HORIZONTAL DISTANCES IN FEET BETWEEN COMPONENTS OF A SEWAGE DISPOSAL SYSTEM INSTALLED AFTER NOVEMBER 15, 1973 AND PERTINENT PHYSICAL FEATURES NOTE_ The minimum distances shown above shall be maintained be[we,rgn the system components and the physical features described. Where soil, geological or other conditions warrant, greaterdisPvees may be required by the local board of health of by the Water Quality Control Commission pursuant to CRS. 25 8 206 in accordance with the authority prescribed by law and rules and regulations vnplemental of said section. Components which are not watertight should not extend into arses of the root system of nearby trees For repair or upgrading ofehisting systems where the s of lot precludes adherence to these distances, reparred use itity shall not be closer to water supply components than the existing facilities. (1) Distanceshosm shall not apple to cestmem plants or effluent lines where recycling is perimined_ (2) Crossings or encroachments mag he permitted at the paints as noted above provided unit the water conveyance pipe is encased for a minimum distance often (10) feel on each nue of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating ofsufficient diameter to easily slide over and completely encase the mater conveyance. Ridged end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe..A hole of sutFicientiize m accommodate the pipe shall be drilled in the lowermost section of the ridged cap so that the conveyance pipe rests on the bottom of the encasement pipe. Thearea m which use pipe passes through the endcaps shall be sealed with an approved underground sealant compatible with the piping used. (3) Add 8 fee,addirionaf distance ler each 100 gallons per day of design flow over 1000 gallons per day as specified In the table, unless it can be demonstrated by a regisored Professional Engineer or Geologist that a mechanical or natural barrier will prevent contamination. (4) Encroachmems may be permitted pmv.ded the water or wastewater conveyance pipe is encased as in (2) above, specified in the table. r - W z z a C 90 a U� � O Z LL tj J U; ZUNz 12 , ? l. --O r o Jou O 0 Z sw� m QU M V 1n U X a O U 10301 N 6 r z w � ❑ ~ z a ❑ o U U U ❑ ad CIL a O A J J 0 W 3 w x z a L.1 o _ n ~ 3 3 rn ❑ to a ~ Q z z o G6 > w w w tle ly N z co0 co U U t - J pq w 0 w W Spring. Potable Potable Dwelling Property Lines, Subsoil Drains, Lake, Water Dry Septic Wells. Water Water Occupied Piped or Lined Intermittent Course, Irrigation Gulches Tank Suction Supply Suppl} Building Irrigation Ditch Irrigation Lateral Ditch or Stream Lines Line Cistern Ln to Dispersal System Utilizing (3) (4)(2) Aerosol Methods ]0o10 50 125 c 3) (3) 10 0 25 10 IU Seepage Pit or 19 Trench (3) (4X2) 100 50 25 20 25 10 (3) 50_ (3) 25 6 Absorption Trench, Seepage (3) 14x2) _ (3) Bed, Sand Filter. Sub -surface 100 25 23 20 I O l0 5(1 (3) Dispersal System, or Dryuell 25 6 Unlined Sand Filler in Sod (4)(2) With a Percolation Rate 100 2: 25 15 10 10 25 15 I0 Slower than 60 Minutes per Inch. Unlined or Partially Linrd Evapotransptredr.r nyshttm, ]DO (4)(2) 25 15 10 10 25 15 10 Wastewater Pondyo Surface 25 DspesalS -.:'.the. .:•v, o oI= Lined Surd Filter 10 _. Ip q NJ µa2, = li IO 10 Lined Evapotrampirmnun (4x2) 5 115 10 10 25 10 5 Field or Lined Wastewzra 60 I0 Pond Pit Privy or Vault Privy (4)(2) 50 10 25 15 10 10 25 10 Septic Tanks.TCatmen[ (2) (4X2) (I) 1 Plants, Dosing Tanks, Vaults 50 10 25 10 IU 50 10 Building Sewer or (2)(4) (;x2) (4) C21 (4) C C210 Effluent mous 50 IU 25 D 10 10 50 i0 10 — NOTE_ The minimum distances shown above shall be maintained be[we,rgn the system components and the physical features described. Where soil, geological or other conditions warrant, greaterdisPvees may be required by the local board of health of by the Water Quality Control Commission pursuant to CRS. 25 8 206 in accordance with the authority prescribed by law and rules and regulations vnplemental of said section. Components which are not watertight should not extend into arses of the root system of nearby trees For repair or upgrading ofehisting systems where the s of lot precludes adherence to these distances, reparred use itity shall not be closer to water supply components than the existing facilities. (1) Distanceshosm shall not apple to cestmem plants or effluent lines where recycling is perimined_ (2) Crossings or encroachments mag he permitted at the paints as noted above provided unit the water conveyance pipe is encased for a minimum distance often (10) feel on each nue of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating ofsufficient diameter to easily slide over and completely encase the mater conveyance. Ridged end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe..A hole of sutFicientiize m accommodate the pipe shall be drilled in the lowermost section of the ridged cap so that the conveyance pipe rests on the bottom of the encasement pipe. Thearea m which use pipe passes through the endcaps shall be sealed with an approved underground sealant compatible with the piping used. (3) Add 8 fee,addirionaf distance ler each 100 gallons per day of design flow over 1000 gallons per day as specified In the table, unless it can be demonstrated by a regisored Professional Engineer or Geologist that a mechanical or natural barrier will prevent contamination. (4) Encroachmems may be permitted pmv.ded the water or wastewater conveyance pipe is encased as in (2) above, specified in the table. r - W z z a C 90 a U� � O Z LL tj J U; ZUNz 12 , ? l. --O r o Jou O 0 Z sw� m QU M V 1n U X a O U 10301 N 6 r z w � ❑ ~ z a ❑ o U U U ❑ ad CIL a O A J J 0 W 3 w x z a L.1 o _ n ~ 3 3 rn ❑ to a ~ Q z z o G6 > w w w tle ly N z co0 co U U t - J pq w 0 w W o ru UD Ln to O z w m c U z r..I z W z z WII z 0 U YANI T U -1p JLd O L 0x 0 Z LLI U z W LLJ = UL) rz }o� N w O 0 U U OU) In 0zi �(9 a 12— o -- WZI pO2 U W m you .:cox 0 m M N a 'a az Zz 030 0 i wa a M z h r LO PROJECT NO. SHEET 2 F 77 > V' \ A \ TOEb� TOE OF�ARiD\- r � � �r \ �'�\2 S_ - _ 10 MIL PVC LINER TO ELEVATION \� \ \� SCHED 4iTyP!(C ~�~ OF TOE OF SLOPE ON � - � �\ SOUTHWEST SIDE OF FIELD \. ; _SSING TANK (APPROX 8•) A (SEE DETAILS) � a2-_1 —_ F 2 COREHDPE N` `iERAERVI BETWEEN` \ 1500 ---GAL ` • .Kr �� - . `_A\ SEPTIC TANK >r>'(<.q��� \\ 20` 4".. SEWER`S- \ - -- \ \ SCHER 40 PVL 04" \ ABSORPTION FIELD \ \ :e �� V Ile FSO _ {� (SEE DETAIL) PROPOSED•--WEbL L OCA710N - GRAPHIC SCALE DUALL: 1 =LVW MAY o HFA(TH�NT� tN4 h�o6 _ 1( RFsQu,Gll iGENERAL NOTES HOMESTEAD 11B WELL \ \ \ INSPECTION WELL `,\\\ l -%•{� ��'-»_-__ \ �• SEP TANK \N� �- 49 LF 1-1/4" PURECORE \ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY / \ (SEE DETAIL)�".� �` TAN \ FROM-iVt\LL TO 4000 GALLON K REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH (DEFLECT TERLIN€ AS AS ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. SNF ~` 0 ALLOWED BYM�4NUFACTURER \. - T CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS TZ� � y RECOMMENDATION ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. / f REC \ \ \\ A� � ��\ � - � - - o � � � � \ • a V '•` •, o� �� d� v -.. Ate. 2, SYSTEM DESIGN \`--'`i ��a - - - - '` , EXISTING \_� '' �, h !, •� �r`- r- ��; HOWE LOCATION EACH DUPLEX RESIDENTIAL BUILDING ( TOTAL) MESTEAD WELL, 4 BEDROOMS w 2 PERSONS/BEDROOM x 75 GALLONS/PERSON/DAY IS; 600 GPD = AVERAGE DAILY FLOW, (IN FEET) \ ' \ ` ` ,0p� `\\` ` \_ DESIGN FLOW = 1.75 x AVERAGE = 1050 GPD (Q) 1 inch = 20 [t \ \ C, a A. �� / -_ ` \ TOTAL DESIGN = 2100 GPD ABSORPTION FIELD. DUPLEX G 2 x 1050 GPD = 2100GPD DES (DESIGNFLOW) (FOR MEETING STATE REQUIREMENTS OF LEGEND 7300— EXISTING 10' CONTOUR - — — EXISTING 2' CONTOUR ---00)— PROPOSED 10' CONTOUR -----C7_3 j)72)--- PROPOSED 2' CONTOUR PROPOSED CULVERT uaa LOT LINE Wtn PROPERTY BOUNDARY X0 — ACCESS EASEMENT — — UTILITY EASMENT 2'w 2" PURECORE __ss -- 4" SEWER LINE N-- -- WATER SERVICE c --- - GAS SERVICE 0—uE ELECTRIC SERVICE ----- TELEPHONE SERVICE NOTES: 1. CONTRACTOR TO SUPPLY SHOP DRAWINGS OF WATER SYSTEM FOR APPROVAL FROM THE ENGINEER, SUBMITTAL SHALL INCLUDE SCHEDULE OF SYSTEM COMPONENTS, (INCLUDING PIPES, FITTINGS, CONDUIT ETC.), AND MATERIAL SPECIFICATIONS FOR MAJOR SYSTEM COMPONENTS, 2. ALL WATER SERVICES ARE 2" HDPE (PURE CORE). CONNECT TO MAIN USING SADDLE AND CORPORATION STOP, w \ 2" AURECORE FROM CHLORINE BLDG TO SERVICES 400090, GALLON -FIBERGLASS 1�Y�TER�T'ANK 77 2A- i HOMESTEF 0 y{; 4 SAND FILTER SYSTEM SPECIFICATIONS 1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE, 2. THE EXCAVATED BED SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE, 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA. 4. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL, 5, PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 6. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE, 7. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC, 8. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE BED AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE BED, 9. FINAL GRADE THE BED AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE BED AND DOES NOT ACCUMULATE NEAR THE BED, 10. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. UNDER 3000 GPD A 15 FACTOR IS USED TO DETERMINE THE DESIGN CAPACITY) FLOW = (600 ■ 2) r 1.5 = 1800 GPD < 3000 GPD (DESIGN CAPACITY) SEPTIC TANK FOR EACH RESIDENCE: DUPLEX, 1050 GPD x i DAY/24 HRS x 30 HRS = 1313 GPD MINIMUM SIZE = 1500 GALLON TANK (PER DUPLEX BUILDING) **#INSTALL EFFLUENT FILTER AT SEPTIC TANK OUTLET.)Kww WKMINIMUM SAND FILL BASE AREA, A =2100 GPD - 2211 SF 0,95 GPD/SF (EPA) )OxLOADING RATE OF 0.95 GPD/SF ALLOWS FOR GARBAGE GRINDER TO BE INSTALLED IN RESIDENCE. 3, CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE 4' SEWER SERVICES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION. 5. TOPSOIL; SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 6. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 7. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 8. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO �. WITHIN ONE-HALF FOOT OF FINAL_ GRADE. 9. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 10. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY. 11. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS, 12, THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 11 PERCOLATION RATE BASED ON TESTING BY CTL THOMPSON DOCUMENTED IN A REPORT DATED APRIL 24, 2002, JOB NO. GS -3609, SHOWING A PERCOLATION RATE < 5MIN/INCH. 14. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS, 15. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE. 16. SAND USED SHALL BE AS FOLLOWS, SIEVE SIZE %PASSING 4 100 40 50-55 200 <15 UNIFORMITY COEFFICIENT = D60/DIO<4 TYPICALLY CONCRETE OR MASONARY SAND IS ACCEPTABLE, 17, SAND FILTER USED BASED ON PERCOLATION RATE < 5MIN/INCH, C "4vJ W U z Z z O¢O¢ooO Q UK 0) z �.o ZoNz F0 oU) w O r° z sWuj aU m N to U x4 O U r � 0 V( w cD z a O U TX > w w < �> w w 0- 0 w U) w �0 P, O � Cr) \ Lo _z V O O co ~ U U Z Og � ww zz W X0'1 0o W3 osf W o a U z 07 IL LL. 13 MEN LL �W O w �y O N azWyz Za ,J za a O W� m VLo Z I.i.i J PROJECT NO. 98068 SHEET 1 -'❑ Z? US uaa Wtn d X0 as U) 0 2 Z } W m � WZ m " U0Np D li (� ❑�_ Y 3: 0 W ULL 0 I PROJECT NO. 98068 SHEET 1