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HomeMy WebLinkAboutPitkin.EH.264522409001 (2019)Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2645-224-09-001 OWTS Use Permit #: 0086.2019.POWU Date Issued: 12/18/2019 Issued By: Kurt Dahl Expiration Date: 5/18/2020 Owner(s): Meg Goodman Property Address: 6458 Snowmass Creek Rd – Main House Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 10/28/19 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit 2-compartment concrete tank 2000 gallons Secondary Treatment Unit Single compartment concrete tank 1000 gallons Absorption Area Gravelless chamber bed (3) 22 standard chamber beds Other System Components Distribution box OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 99029 Date of Issuance: 5/26/1999 Date of Final Approval: 2/18/2000 # of Bedrooms or fixtures served by OWTS: This system was designed to serve 4 bedrooms. Operational Status: According to the inspector’s observations on site during the inspection the system appeared to be functioning as designed. The effluent filter in the septic tank is not accessible and excavation will occur in the spring of 2020 to install a new effluent filter that is accessible to grade. The distribution box is also not accessible to grade. Inspector Recommendations: Consider relocating alarm, clean the effluent filter annually Department Recommendations: Bring the distribution box access to grade. Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application noreply@civicplus.com <noreply@civicplus.com>Sat, Dec 14, 2019 at 2:42 PM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 264522409001 Physical Address 6458 Snowmass Creek Road Residences 2 Warning!Submit a separate Use Permit Application No. of Bedrooms 4 Square Footage of each Residence 3000 Purpose of Use Permit Property Transaction Closing Date 12/18/2019 Lot 1 Block Field not completed. Filing Field not completed. Subdivision Christensten (Section Break) Primary Contact Information Primary Contact First Name Carla Primary Contact Last Name Ostberg Primary Contact Email Address carla.ostberg@gmail.com Primary Contact Address 33 Four Wheel Drive Road Primary Contact Phone Number 9703095259 Primary Contact City Carbondale Primary Contact State Colorado Primary Contact Zip 81623 (Section Break) Owner Information Primary Contact is Owner?No Owner First Name Meg Owner Last Name Goodman Owner Email Address Field not completed. Owner Mailing Address 2121 KIRBY DR UNIT 117 Owner City Houston Owner State TX Owner Zip 77019 Owner Phone Field not completed. Owner Fax Field not completed. Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment carla.ostberg@gmail.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? Yes (Section Break) Uploads Pitkin County Inspection Form 6458 Snowmass Creek Road MAIN HOUSE Inspection Form.pdf Site Plan 6458 Snowmass Creek Road OWTS Use Permit Inspection Packet.pdf Floor Plans Goodman Cabin Architectural Plans 1999 (1).pdf Additional Reports, etc.Goodman Final Survey pages 1 and 2.pdf Comments or additional information: Barn/CDU system application submitted separately PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. Email not displaying correctly? View it in your browser. Owner's Name: Address: Parcel Number: Inspection Date: Pitkin County Systems Inspector License Number: QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied?YES NO If NO, how long has the home been vacant? How many bedrooms are in the home? RECORDS: Were system records available from Pitkin County?YES NO If YES:Permit number: ___________ Date of Final Approval: _________ # of bedrooms permitted: ___________ Was an as-built drawing available?YES NO Is the as-built drawing accurate? YES NO If NO: SITE CONDITIONS: Proper grading, no evidence of erosion?PASS FAIL Improper vegetative cover?NO YES Evidence of compaction such as heavy machinery or livestock?NO YES Improper discharges such as straight pipes?PASS FAIL Evidence of high ground water?NO YES Snow cover present?NO YES Any question marked FAIL will require correction before an OWTS Use permit is issued. If secondary treatment is used, who is the maintenance provider? Complete a drawing of the system on last page of this form as accurately as possible. Email: Inspector's Name: Business Name: A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form Inspection form for continued use of an existing OWTS Website: Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Phone Number Page 1 TANK: Tank capacity gallons gallons gallons Tank material # of compartments Date of last pumping Lids/risers in good condition Risers to grade Riser height Riser condition/watertightness Inlet sanitary T/baffle Outlet sanitary T/baffle Effluent filter (if part of design) Condition of tank material Tank was pumped for inspection If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment)inches inches inches Sludge level (1st compartment)inches inches inches Scum level (2nd compartment)inches inches inches Sludge level (2nd compartment)inches inches inches Backflow (if pumped) Midtank baffle Watertightness PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present?YES NO If YES, is the pump/dosing siphon functioning properly?PASS FAIL Does the pump/wiring/dosing siphon appear to be in good condition?PASS FAIL Is the high water alarm working, both visible and audible?PASS FAIL SECONDARY TREATMENT: Is a secondary treatment unit present?YES NO UNKNOWN If YES, does the unit appear to be in good working condition?YES NO Does the owner have a current maintenance contract for the unit?YES NO UNKNOWN Maintenance Provider:_______________________________________Phone:________________________ ABSORBTION AREA: Effluent surfacing?PASS FAIL Evidence of past surfacing?NO YES Surface dampness?NO YES Excessive odors?NO YES Field location verified by observation ports or probing:Ports Probing Liquid in observation port?NO YES If YES, record depth:inches Distribution Box or ADV part of original design?YES NO UNKNOWN If YES, is it accessible from grade?YES NO Is it level and in good condition?PASS FAIL If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. Tank 1 Tank 2 Tank 3 Page 2 Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the continued use of the system: Were any repairs done as a result of this inspection?NO YES If YES, please describe the repairs. Licensed Systems Inspector Signature: Additional Notes: To the best of my knowledge and training, the information collected in this inspection is accurate as of __________________, 20____. Clearly label any pictures and attach them to this form. Page 3 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com December 14, 2019 Emery Holton Emery.Holton@elliman.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 6458 Snowmass Creek Road Caretaker Dwelling Unit (CDU)/Barn Pitkin County, Colorado Emery, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit inspection at 6458 Snowmass Creek Road (CDU/Barn), Snowmass, Colorado on October 23, November 15, and December 11, 2019. The legal description of the 29.57-acre property is as follows: Subdivision: CHRISTENSTEN Lot: 1 Section: 22 Township: 9 Range: 86 PARCEL OF LAND SIT IN SEC 22 & 23-9-86 BGNNG AT A PT WH THE SE COR OF SEC 22 BEARS S 09 DEG 26'49"E 1834.66 FT ( ALSO WH A REBAR & CAP LS#2376 DESIGNATED AS THE S4 COR OF SEC 22 BEARS S 50 DEG 45'39"W 2884.54 FT) TH N 13 DEG 52'E 235.86 FT ALNG THE CENTER LINE OF CREEK TH N 08 DEG 44'E165.58 ALNG THE CENTER LINE OF CREEK TH N 43 DEG 52'E 107.24 FT ALNG THE CENTER LINE OF CREEK TH N 84 DEG 12'E 137.77 FT ALNG THE CENTER LINE OF CREEK TH N 84 DEG 13'E 222.72 FT ALNG THE CENTER LINE OF CREEK TH S 49 DEG 00'E 109.80 FT TH S 24 DEG 57'02"W 1.85 FT ALNG THE CENTER LINE OF DITCH TH S 31 DEG 28'09"W 81.08 FT ALNG THE CENTER LINE OF DITCH TH S 48 DEG 52'40"W 66.92 FT ALNG THE CENTER LINE OF DITCH TH S 60 DEG 09'13"W 74.93 FT ALNG THE CENTER LINE OF DITCH TH S 63 DEG 33'42"W 38.38 FT ALNG THE CENTER LINE OF DITCH TH S 51 DEG 06'58"W 133.33 FT ALNG THE CENTER LINE OF DITCH TH S 71 DEG 14'06"W 24.71 FT ALNG THE CENTER LINE OF DITCH TH S 39 DEG 06'01"W 115.37 FT ALNG THE CENTER LINE OF DITCH TH S 81 DEG 12'26"W 40.10 FT ALNG THE CENTER LINE OF DITCH TH S 55 DEG 09'35"W 99.90 FT ALNG THE CENTER LINE OF DITCH TH S 76 DEG 00'39"W 85.59 FT TO POB CONT 3.50 AC +/- KNOWN AS PARCEL 1 ALSO M/B The permit and record drawing were provided by Pitkin County Environmental Health Department (Parcel ID #2645-244-09-001). The subject OWTS consists of one 1000-gallon, two-compartment concrete septic tank followed by a 1000-gallon, single-compartment septic tank with a pump in the second compartment. Effluent is pumped to a distribution box to the southwest of the CDU/Barn and gravity flows to a gravelless chamber bed with three rows of 16 ‘Standard’ Infiltrator® chambers. Individual Sewage Disposal System (ISDS) Permit 99071 documents this system. The system was sized to accommodate 5 Hose Stalls with washing facilities in the Barn and 2 bedrooms CDU. The permit received final approval on January 9, 2001. The septic tanks are located off the northeast corner (behind) the Barn. Manhole lids to the first 1000- gallon septic tank were accessible from grade. Both inlet and outlet tees were present. There is an effluent filter present the outlet tee of the first septic tank. This filter was cleaned at the time of our inspection. We recommend replacing this filter with an Orenco® Effluent Filter (specifications enclosed). The effluent filter must be cleaned annually, or as needed. Only the manhole lid to the outlet side of the second 1000-gallon septic tank is accessible from grade. We recommend gaining access to the inlet side of the septic tank for maintenance and inspection. The pumping system is located in the outlet side of the septic tank. The float activated the pump properly. The high-water float did not activate the alarm at the time of our initial visits. Altitude Septic and Dyer Electric were able to properly wire the existing alarm system, located in the barn at the time of their December 12, 2019 visit. Dyer Electric provided an estimate to clean up the wiring in the riser to be in a water-proof box or external splice box. This work has been scheduled. Effluent from the septic tank is pumped to a distribution box near just below the STA for the main house. The distribution box was not accessible from grade could not be inspected. No inspection ports were visible at the time of our inspections. We walked the approximate area an found no evidence of surface saturation or failure at the time of our inspections. A row of trees was planted to the west of the residence. These trees could be near the STA serving the main house or the STA serving the CDU/Barn. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Clean effluent filter annually, or as needed. • Replace existing effluent filter with Orenco® Biotube Effluent Filter (specifications enclosed). • Install wiring in pump chamber into a water-proof box or an external splice box. This work has been scheduled with Dyer Electric. • Gain access to inlet side of pump tank. A completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications must be submitted to Pitkin County Environmental Health Department electronically. The following is the link to the required OWTS Use Permit Application: https://pitkincounty.com/FormCenter/Environmental-Health-18/Property-SaleRemodel-Use-Permit-Applicat- 70 Within the application, you must attach the Inspection Form where “Pitkin County Inspection Form” is requested, the OWTS Inspection Packet where “Site Plan” is requested, and Floor Plans where “Floor Plans” are requested. Floor plans may be hand drawn and must represent number of bedrooms or potential bedrooms in the residence. All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 Pump alarm in Barn 1st 1000-gallon tank (inlet tee) outlet tee with effluent filter (string to remove) effluent filter prior to cleaning Electrical in manway of pump tank septic tank pump Pump in outlet side of tank 6458 Snowmass Creek Road - CDU/Barn Legend 6458 Snowm as s Creek Rd 300 ft N ➤➤ N Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 99071 Parcel ID # 2645-224-09-001 Type of permit New( X) Repair( ) Addition to House( ) BARN w/ possible Caretaker unit Name of Owner Meq Goodman & Mike Bonini Street Address 6458 Snowmass Creek Rd Property legal descriptior Size of lot Water source private well of bedrooms in house Caretaker unit attached Total square footage of the house of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit _ Designed for what # rooms (list) 5 Stall Barn and possible attached living unit of 2 Bedrooms, if county approved Permit information Designed by Church & Associates Mailing Address Perc rate 26 4501 Wadsworth Boulevard, Wheat Ridqe, CO 80033 P•ofile hole depth 8' Depth to groundwater or bedrock +8' Septic tank capacity 1500 gallon Absorption area 1026 (718 w/ 30% infiltrtor reduction Comments Septic permit approved per compliance with the engineer design and specifications dated August 26, 1999 with revised Figures 1 & 2and pump design dated 8/26/99. Any changes must be approved by this department and the design engineer prior to them being made. Per Pitkin County policy an ISDS for a barn is sized based on one horse per stall and 50 gallons of water usage per wash. The engineer design includes 275 gallons per day for the horse wash; therefore there can be five horses/stalls in the barn. The design is sized to include a potential attached living unit of less than 2,000 sq. ft. with no more than 2 bedrooms. The design has one 1500 gallon two compartment concrete tank with pump in biotube vault. There is a 30% reduction for use of infiltrators.The design is for a bed, 3 chambers wide by 16 chambers long = 48 units. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Permit approved by::zu. Date: i Plans and specifications of the pr osed 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 drawings must be included with this permit before the final approval will be issued. Installer: Final in§pection approvals -4< `' - Date: L t litic f e -. - Z.t D ,un• c O iul, l /4. I- ., _ _ e/ ft ., U G L ASPEN/PT WIN ENVIRONMENTAL HEALTH DEPQgTMENT APPLICATIOOR INDIVIDUAL SEWAGE DISPOSSYSTEM 13G S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 6 q Name of OWNER ( 1 Owner's Mailing Address . S Business Phone: Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name Company Contact Mailing Address Business Phone: Cell Phone: Fax Parcel ID # (available from assessor's office at 920-5160 or at www. aspen.comlassessorn7 - L 2 _ 0 17 U Street address of property j L Legal Description: Lot Mee ock V.4\Cj."Fi in \C SubdivisionB Size of lot: acres. Type of proposed structure: Size of bldg. envelope: Total square feet of house # of bedrooms in house of offices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: Netiw Ae ( V) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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. I hereby certify that the above information is true and accurate and that I 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, floodplains, 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 Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. he owner assumes full responsibility in case of failure of the system. Signature of applica Date At )q/o Received by Receipt # N Date 3 yen / Pitkin Environmental Health Deoartr -it Contact Log Sheet Address: IM WAFIrdA fi_P2IMWJW2 wrf8AWA Sam-JVIML ,jyf A , . EMPIR / rte _ _ _ r CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 26, 1999 Julie Wykoff 42705 East Highway 82 Aspen, CO 81611 Subject: Revised OWS Design, Proposed Goodman/Bonini Barn 6548 Snowmass Creek Road, Snowmass, Sections 22 and 23, T9S, R68W, 6' P.M. Pitkin County, Colorado Job No. 10575-A Dear Ms. Goodman and Mr. Bonini, As requested, we are providing this revision of our OWS design for the subject site. The revision is based on the additional loading of a horse wash to be located nest to the proposed barn from our May 17, 1999 design letter. This letter should be used in conjunction with our original design letter. This letter includes two revised figures., Figures 1 and 2, and a pump curve diagram. The original Figures 1 and 2, and the pump curve, should be removed to reduce confusion. SITE CONDITIONS - The barn site is located in a rural area in Pitkin County, Colorado. The proposed drain field area has a moderate slope. There is a moderate cover of grasses, sagebrush, and scrub oak at the proposed field. PROPOSED CONSTRUCTION — The proposed barn will contain a one -bedroom residence with 1'/2 bathrooms and a horse wash. The living area will be less than 2000 square feet (SF). We proposed to design the OWS on two bedrooms and 275 gallons per day for the horse wash. The average sewage loading for a two-bedroom residence is 300 gallons per day (GPD) using Aspen/Pitkin Environmental Health Depart- mentEHD) loading of 75 gallons per day per person. The sewage loading with a peaking factor of 1.75 D n is 10 6 GPD. This loading includes a dishwasher, garbage grinder, and washing machine. The barn is served water by a well, which is greater than 102 feet from the proposed drain field. There is a pond near the river. The drain field must be greater than 50 feet from the pond. There is an irrigation ditch to the west and above the proposed field area. It is proposed to line the line within 50 feet of the proposed field. SUBSURFACE CONDITIONS - A subsurface investigation was performed by drilling seven percolation holes, 27 to 40 inches deep, and one profile hole. Subsurface conditions encountered in the profile hole consist of 1 foot of rich topsoil, underlain to the maximum depth explored of 8 feet by silty sand with gravel and cobbles. Percolation tests indicate percolation rates of 8 to 40 minutes per inch (MPI). The average percolation rate is 26 MPI. No groundwater or bedrock was encountered. RECOMMENDATIONS - We recommend the installation of a septic tank, pump, and one gravelless chamber bed. The OWS design is based on an average se ge load of 575 GPD and a percolation rate of 26 MPI. We recommend the installation of a 1500 -gallon two-compartment concrete septic tank with a pub in a biotube vault. A pump is required duefo eevation differences and to increase the efficiency of the field. We recommend a pump with 25 gallons per minute flow rate and 33.7 feet of head be installed. The floats should be set to pump 250 gallons. Pump details are presented as Figure 3 and the pump curve. The drain field should consist of one 100 -feet by 9 -feet gravelless chamber bed be installed, as indicated on DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 Revised OWS Design, Barn/Caretaker Unit Job No. 10575-A Page 2 Figure 1. The bed requires 3 rows of 16 chambers. The drain field should be constructed similar to Figures 1 and 2. If additional bedrooms are possible, we recommend the OWS be constructed to serve the additional loading. This OWS design will serve a two-bedroom residence less than 2000 SF. For greater than two - bedrooms, the septic tank can be upsized 328 gallons for each additional bedroom. Each additional bed- room would require an additional 188 SF of field or 13 gravelless chambers and require a new permit. We recommend the surface of the field be seeded after installation of the field using a native seed mix. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the fields. No landscaping or plastic can be installed over the field, which will reduce performance of the fields. Livestock should not be confined in the field area. OPERATION AND MAINTENANCE - The owner must realize an OWS is different from public sewer service, and must assume the responsibility for maintenance of the OWS. The OWS is a low maintenance system, but the owner must have the septic tank pumped. We recommend the septic tank be pumped and the effluent filter be cleaned or "hosed off' every two years. There are daily considerations, such as not put- ting plastic or other nonbiodegradable material into the OWS. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet can consume in excess of 1000 GPD. A loading of 1000 GPD could flood and irreparably harm the OWS and stress the onsite well. We caution against installation of a water softener. The loading from the backwash of a water softener may be detrimental to OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LIMITATIONS - An OWS design requires installation by a contractor who is experienced in its installation. Our investigation, layout, design and recommendations are based on data submitted. if subsur- face conditions considerably different from those described in this report are encountered, we should be notified to evaluate the effect on the proposed OWS. If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of the OWS. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the APEHD ISDS regulations and requirements. If there are any questions or if we can be of further service, please call. Op AEG sI 9 CHURCH & Associat el ib U• 13172 ' ar' Edward O. Church, P. ES'StONAI.E EOC/trp 3 copies sent r r - r -Z -PD-1 c z -i z -T7 Q U7 D m C7 - -u (n O o un 0o zm C7 D moo m mor cn clirTl D ;;o r c O M 1y w rri o m00 ao m cp i> ~ x z z \` c x n D 0 -u Z m r '', '`' K oC) rrl n O z o z Z o = z c Da O m ` Fri m mo rr O c x r Z z i 00 n m m O > X m m 0 m c m 60 TYPICAL PI AN \AP W - N T q OBSERVATION /VENT PIPE MANUFACTURER SPECIFICATIONS PIPE INSTALLED LEVEL) TYPICAL CROSS-SECTION - N.T.S. 40 SCHEDULE 35 PVC DESIGN CRITERIA STRUCTURE - BARN WITH ONE BEDROOM, ONE AND ONE HALF BATHROOMS, AND ONE HORSE WASH (WILL BE DESIGNING ON 2 BEDROOMS PLUS 275 GPD FOR HORSE WASH) LOADING -75 GAL/DAY/PERSON + 275 GALS TOTAL LOADING - 575 GPD PERCOLATION RATE - 26 MPI AREA - (1.75 X Q XRT)/5 AREA - 1026 SF -,r REDUCTION FOR USE OF CHAMBERS - 30% TOTAL AREA - 718 SF ;, JOB N0. 10575- ON RFORATED PVC PIPE HUNG ACCORDING TO MANUFACTURER SPECIFICATIONS PIPE INSTALLED LEVEL) BED SPECIFICATIONS ONE BED LENGTH - 100 FEET, 16 CHAMBERS WIDTH OF BED - 9 FEET, 3 CHAMBERS TOTAL NUMBER OF CHAMBERS - 48 CHAMBERS TOTAL AREA - 744 SF DRAIN FIELD DETAILS TYPICAL DISTRIBUTION BOX - N.T.S. APPROX PLAN 3' I VIEW 1' APPROX. 1--I N LET 1.5' APPROX. 1' AP ROX. BAFFLE OPTIONAL) DISTRIBUTION BO CONCRETE DISTRIBUTION SOX OR EQUIVALENT 4" SCHEDULE 35 PVC PIPE INLET OUTLET VIEW VIEW OUTLET MINIMUM OF FOUR OUTLETS NEEDED TREATMENT UNIT SPECIFICATIONS TOTAL CAPACITY - 1.75 X Q X (30 HOURS/24 HOURS) = 1283 GALLONS RECOMMENDATION - ONE 1500 GALLON TWO COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK WITH A PUMP IN A BIOTUBE VAULT IN SECOND COMPARTMENT GU NONNI 0 0 9D — cm 1-1.. CO O C: 0 m Lo in C', C:) V4 a, mm C0rCV oil 0T- c6L c iz C0 a) P4 LLO 0 C, 0 U)7 z a, 2 00 0 C_ 0 ui o 100 0 0 0j 0 a) 0 M in fir m mms s NONNI I loin in so not in onMWI IN on no on so C> In 19aJ'(H41) PeQH 31weuKa jejo I IID 0 0 9D — cm 1-1.. CO O C: 0 m Lo in C', C:) V4 a, mm C0rCV LU 0T- c6L c iz C0 a) P4 LLO 0 C, 0 U)7 z a, 2 00 0 C_ 0 ui o 100 0 0 C> In 19aJ'(H41) PeQH 31weuKa jejo I IID0 0 9D — cm 1-1.. CO C=1 C, L6C -j m V4 a, E LU 0T- c6L iz C0 a) P4 LLO 0 C, U)7 z a, 2 00 0 Sy, 0 0 ui o 1000 0 0j 0 a) 0 M 0In n C) In in a) O Z Em ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTM.-NT ISDS DESIGN REQUIREMENTS -DEPARTMENT USE ONLY Name Goodman/Boni House Size (75 gpd, 100 gpd, or 130 gpd) of Bedrooms, Similar Rooms accessible to baths in Main Residence of Bedrooms, similar rooms w/ access to bath in ATTACHED caretaker of Bedrooms & Similar Rooms w/ access to baths in DETTACHED caretaker Average Daily Waste Flow 300 # bedrooms X 2 people/br X 75 State Review Required? no Perc Rate 26 ( T) 3 equals # of Perc Holes Required Design Flo, w( # rooms X 2 people/bedroom X gpd X 1.75 Q= 1006 ' Minimum tank capacity 1258 gallons Absorption Area (A=: Q/5 X SQRT) A =. 1026 sq. ft. of absorption area required 66 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 718 sq.ft. with reduction ... 46 infiltrator units with reduction AREA NEEDED FOR STANDARD ABSORPTION TRENCHES 342 1026 Total sq ft /3 =lineal ft of trench needed 75 2 6 342 lineal ft/assumed trench length of 60ft = # of 60ft trenches needed 5 # trenches minus 1 = rows of 6ft wide undisturbed soil between trenches 18 6 times 3 = total width of of 60" long field needed for just the trenches 30 5 times 6' = total width of 60' long field needed just for undisturbed soil 48 width of trench +width of undisturbed soil = total width needed 48 by 60 ft is the area needed for a standard absorption field in a trench configuration with no reductions taken and ASSUMING AN AVERAGE PERCOLATION RATE OF 26 SLOWER PERCOLATING SOILS WOULD REQUIRE MORE AREA. SETBACK FROM WELL SETBACK FROM POND, STREAM OR IRRIGATION DITCH of feet = 100.48 # of feet = 50.48 SETBACK FROM DRY GULCH of feet = 25.48 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. 1/20/99 Printed on Recycled Paper RNISMISSION VERIFICATID4 REPORT join .—Ini TIME : 02/ 22/1999 17:$7 P.O. BOX 297 WATER SYSTEVA GLENWOOO SPRINGS SALES, SERVICE & 11497Ti D TE, TIME COLORADO 81602 02 00 FAX NO- /NAME 9202895 LARATION E0:06: 12 MarcbPAaF'(S1999 09 RESLtT NG MODE STAVOARD ECM F4 : POOR LINE CONDITION Julie Wyckoff 42765 Hwy. 82 Aspen, Co. 81611 R.E. Well test 6458 Snowmass Creek Rd. Attn; Julie On March 2, 1999 a well test was conducted on a well serving the property at 6458 Snowmass Creek Road. The following information was obtained; Well Depth ------------------------40'-0" Casing size (top) -------------6 1/2"(steel) Standing water level --------------22'-1" Dawdown at 17.6 gpm --------------- 22'_9'• Production is greater than -------- 17.6 gpm This test was conducted with the existing pump and related equipment. The dawdown would indicate a total production much greater than the pumping rate of 17.6 gpm. The well recovered in 1 min. If you have any questions please call me Ra.un Samuelson at 945-6309. Sincerely; S::— Raun Samuelson 4en - 71a, c4w. -7a To kn, Vok- -- oacQacau,-- UZV JLu E Q CD o U cn n CL caU CL 0 w v 0m xN yN00cN Na c 0U a 3 E x m N N L N V N UQ vt N o v Q, L 0 7 u y C3 L w 0 vCUIf 0ELcE! m 0 V N 7 p O LZ W a) Of Lnt0NO) UC LO N C N a T 07 N C O ucCL C d LE LO n LOaOzO CID V C v o E cursv C S Uc c j c c U OU U cL o v a) a E , N 5m C d0 C Y y 0 0 N O y _ o7i 7 y o• h U N N J a 0 CLO n- C, oU CD z N M7 4 Lli pCv Z Na c 0U a 3 E x m N N L N V N UQ vt N o v Q, L 0 7 u y C3 L w 0 vCUIf 0ELcE! m 0 V N 7 p O LZ W a) Of Lnt0NO) UC LO N C N a T 07 N C O ucCL C d LE LO nLOaOzO PROFILE HOLE INFORMATION PROFILE -1 TOPSOIL, SANDY, BLACK/BROWN, ROOT 1 0° ZONE 0° 0° SAND, SILTY, GRAVELLY, 2 COBBLES, VERY DENSE, MOIST, 3 °° RED/BROWN/BLACK 4 5 6 7 8 9 10 23/12 INDICATES DEPTH TO FREE WATER AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN s- INDICATES DEPTH TO CAVE AND THE NUMBER OF DAYS AFTER DRILLING THE MEASUREMENT WAS TAKEN TINDICATES DEPTH TO PRACTICAL AUGER REFUSAL 23/12 INDICATES THAT 23 BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2. 5 INCH O.D. SAMPLER 12 INCHES JOB NO. 10575--A FIGURE 4 a w Percolation Test Result Form Hole Hole Length of Water Depth Water Depth Drop in Water Percolation Rate No. Depth Interval at Start of at End of Level (min.) min./in.) in. min. Interval min. Interval min. 1 32 10 17.00 22.25 5.25 30 22.25 29.00 6.75 30 13.50 17.25 3.75 30 17.25 22.00 4.75 30 22.00 27.50 5.50 30 27.50 29.00 1.50 20 2 30 10 22.00 26.00 4.00 30 12.00 20.50 8.50 30 20.50 27.00 6.50 30 10.00 16.00 6.00 30 16.00 22.50 6.50 30 22.50 26.25 3.75 8 3 29 10 16.25 24.25 8.00 30 24.25 25.75 1.50 30 25.75 27.00 1.25 30 27.00 28.00 1.00 30 30 14.00 15.25 1.25 30 15.25 16.50 1.25 4 40 10 28.50 34.00 5.50 30 34.00 36.00 2.00 30 17.50 21.00 3.50 30 21.00 23.50 2.50 30 23.50 24.50 1.00 30 24.50 25.50 1.00 30 JOB NO. 10575-q FIGURE 5 Percolation Test Result Form Hole Hole Length of Water Depth Water Depth Drop in Water Percolation Rate No. Depth Interval at Start of at End of Level (min.) min./in.) in. min. Interval min. Interval min. 5 27 10 16.00 19.25 3.25 30 19.25 21.00 1.75 30 21.00 22.50 1.50 30 22.50 23.50 1.00 30 30 23.50 24.50 5.50 30 24.50 25.75 1.50 6 30 10 15.25 21.50 6.25 30 21.50 23.00 1.50 30 23.00 23.75 0.75 40 30 23.75 25.00 1.25 30 25.00 26.00 1.00 30 26.00 26.75 0.75 7 36 10 24.00 26.75 2.75 30 26.75 28.00 1.25 30 28.00 30.00 2.00 30 30.00 31.50 1.50 30 14.00 32.75 1.25 30 32.75 34.00 1.25 24 JOB NO. 10575-q FIGURE 6 rn 1: A 4. g000 o - u m 0 U co 0 z i4- 40 mztno 0 l JY - Mk, ll G') i CA m C'• m • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT Invoice Date 11/6/2016 Invoice # 5660 Bill To Goodman Residence 6458 Snowmass Creek Rd Snowmass, CO 81654 Terms net 20 Due Date 11/26/2016 Total Balance Due Payments/Credits ALL VALLEY RESOURCE, LLC 239 Arapahoe Carbondale, CO 81623 Brian: 970-309-2425 / Forrest: 970-355-9447 "THE FAT MAN" WWW.ALLVALLEYRESOURCE.COM Description Qty Rate Amount work requested by Carla O 10-3-16 Septic Tank Pump and Inspection 1,000 0.50 500.00 $500.00 $500.00 $0.00 Invoice Date 11/14/2016 Invoice # 34075 Bill To CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 Valley Precast, Inc. Location 6458 Snowmass Creek Rd. Terms Due on receipt Due Date 11/14/2016 County Total Sales Tax (2.9%) Signature __________________________________________ P.O. Box 925 Buena Vista, CO 81211 Phone: 719-395-6764 Fax: 719-395-3727 E-Mail: frontdesk@valleyprecast.com Website: valleyprecast.com A 1.5% per month finance charge will be assessed on accounts over 30 days (Minimum of $5.00 per month). If an account is delinquent for 60 days, Credit Will Be Withdrawn. Any further orders will be Cash Only. By accepting our product(s), you are agreeing to pay the full amount owed as well as any legal fees and finances charges that may be assessed. Item Description Quantity Amount Total Service Tech install float 1 80.00 80.00 Service Travel Travel time for service call 1 50.00 50.00 MF1C C-Float with outlet 1 74.00 74.00T $206.15 $2.15 832‐R‐13‐002 0 0 SITE ALTA/NSPS LAND TITLE SURVEY PARCEL 'I , DAVID CHRISTENSEN PROPERTY SPLIT AND PARCEL B AS SET FORTH IN DEED RECORDED MAY 99 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 201 1 AS RECEPTION NO, 5772389 SITUATED IN SECTIONS 22 AND 23, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M. VICINITY MAP 1 " = 5000' 6458 SNOWMASS CREEK ROAD ZONING RS-30, JULY 2006 LOT REQUIREMENTS: MIN. LOT AREA: 30 ACRES MIN. LOT WIDTH: 400 FT SETBACK REQUIREMENTS 100 FT SETBACK FROM STREAMS 100 FT SETBACK FROM ARTERIAL HIGHWAYS AND ARTERIAL ROADS 50' SETBACK FROM COLLECTOR STREETS FRONT SETBACK: 50 FT SIDE SETBACK: 30 FT REAR SETBACK: 30 FT TITLE COMMITMENT NOTES AMERICAN LAND TITLE ASSOCIATION COMMITMENT NO. 01330-101408 EFFECTIVE DATE AUGUST 2, 2017 1. NOTES 1-9 ARE STANDARD EXCEPTIONS 10. RESERVATIONS AND EXCEPTIONS IN PATENTS, OR ACTS AUTHORIZING THE ISSUANCE THEREOF, INCLUDING THE RESERVATION OF THE RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED IN BOOK 55 AT PAGE 479 AND IN BOOK 55 AT PAGE 509. 11. ALL MINERALS IN THE LANDS IN THE INSTRUMENT RECORDED DECEMBER 2, 1935 IN BOOK 158 AT PAGE 562, AND ANY AND ALL ASSIGNMENTS THEREOF. 12. AN UNDIVIDED ONE-HALF OF ALL OIL, GAS AND OTHER MINERALS IN THE SUBJECT LANDS, AS CONTAINED IN INSTRUMENT RECORDED MARCH 15, 1950 IN BOOK 175 AT PAGE 357. 13. EASEMENT AND RIGHT OF WAY FOR THE LUTZ DITCH. 14. COVENANTS CONTAINED IN THE WARRANTY DEED RECORDED OCTOBER 29, 1968 IN BOOK 237 AT PAGE 93. 15. DAVID CHRISTENSEN PROPERTY SPLIT PLAT RECORDED MAY 9, 1980 IN BOOK 9 AT PAGE 47. 16. TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED MAY 11, 2000 AS RECEPTION NO. 443212. 17. HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED MAY 17, 2000 AS RECEPTION NO. 4434. 18. ADMINISTRATIVE DECISION NO. 33-2000 RECORDED JULY 20, 2000 A S RECEPTION NO. 445358. 19. DETERMINATION NO. 29-2000 RECORDED NOVEMBER 3, 2000 AS RECEPTION NO. 4485 51. 20. DETERMINATION NO. 63-2000 RECORDED DECEMBER 12, 2000 AS RECEPTION NO. 449 585.. 21. HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED APRIL 17, 2001 A S RECEPTION NO. 453483. 22. DETERMINATION NO. 10-2004 RECORDED APRIL 19, 2004 AS RECEPTION NO. 4966 51 . 23. GOODMAN/BONINI 1041 SITE PLAN & GMQS EXEMPTION FOR HISTORIC STRUCTURES RECORDED JUNE 23, 2004 IN BOOK 69 AT PAGE 100 AS RECEPTION NO. 498923. 24. DEED RESTRICTION AGREEMENT RECORDED SEPTEMBER 8, 2005 AS RECEPTION NO. 5144 45. 25. QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577 238. 26. ANY QUESTIONS, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER BED LOCATION BY OTHER THAN NATURAL CAUSES, OR ALTERNATION THROUGH ACCRETION, RELICTION, EROSION OR AVULSION OF THE CENTER THREAD, BANK CHANNEL OR FLOW OF WATERS IN SNOWMASS CREEK LYING WITHIN SUBJECT LAND AND ANY QUESTIONS AS TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK, OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS. A. ALL RIGHT, TITLE OR CLAIM OR ANY CHARACTER BY THE UNITED STATES, STATE, LOCAL GOVERNMENT FOR BY THE PUBLIC GENERALLY IN AND TO ANY PORTION OF THE LAND LYING WITHIN THE CURRENT OR FORMER BED, OR BELOW THE ORDINARY HIGH WATER MARK, OR BETWEEN THE CUT BANKS OF A STREAM NAVIGABLE IN FACT OR IN LAW. B. RIGHT OF RIPARIAN WATER RIGHTS OWNERS TO THE USE AND FLOW OF THE WATER. C. THE CONSEQUENCE OF ANY PAST OR FUTURE CHANGE IN THE LOCATION OF THE BED. COUNTY OF PITKIN, STATE OF COLORADO PROPERTY DESCRIPTION PARCEL 1 DAVID CHRISTENSEN PROPERTY SPLIT ACCORDING TO THE PLAT RECORDED MAY 9, 1980 IN PLAT BOOK 9 AT PAGE 47 AND PARCEL B AS SET FORTH IN DEED RECORDED MAY 9, 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577238 AND DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN SECTIONS 22 AND 23, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH PRINCIPAL MERIDIAN. SAID PARCEL IS MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE SOUTHEAST CORNER OF SAID SECTION 22 BEARS S 09°26'49" E 1834.66 FEET (ALSO WHENCE A REBAR AND CAP, L.S. #2376, DESIGNATED AS THE SOUTH 1/4 CORNER OF SAID SECTION 22 BEARS S 50°45'39" W 2884.54 FEET); THENCE N 13°52' E 235.86 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 08°44' E 165.58 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 43°52' E 107.24 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 84°12' E 137.77 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 84'13' E 222.72 FEET ALONG THE CENTERLINE OF CREEK; THENCE S 49°00' E 109.80 FEET; THENCE S 24°57'02" W 1.85 FEET ALONG CENTERLINE OF DITCH; THENCE S 31 °28'09" W 81.08 FEET ALONG CENTERLINE OF DITCH; THENCE S 48°52'40" W 66.92 FEET ALONG CENTERLINE OF DITCH; THENCE S 60'09'13" W 74.93 FEET ALONG CENTERLINE OF DITCH; THENCE S 63°33'42" W 38.38 FEET ALONG CENTERLINE OF DITCH; THENCE S 51°06'58" W 133.33 FEET ALONG CENTERLINE OF DITCH; THENCE S 71 °14'06" W 24.71 FEET ALONG CENTERLINE OF DITCH; THENCE S 38°06'01" 115.37 FEET ALONG CENTERLINE OF DITCH; THENCE S 81'1226" W 40.10 FEET ALONG CENTERLINE OF DITCH; THENCE S 55°09'35" W 99.90 FEET ALONG CENTERLINE OF DITCH; THENCE S 76°00'39" W 85.59 FEET TO THE POINT OF BEGINNING. COUNTY OF PITKIN, STATE OF COLORADO. SURVEYOR'S NOTES 27. DATE OF FIELD SURVEY: AUGUST 28, AND 29, SEPTEMBER 5, 6, 7, 8, 11 AND 14, 2017 28. BASIS OF BEARINGS FOR THIS SURVEY IS A DIRECT LINE BETWEEN THE SOUTHEAST CORNER OF SECTION 22, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE SIXTH P.M., AND THE EAST QUARTER CORNER OF THE SAID SECTION, BOTH CORNERS MONUMENTED BY FOUND BLM 3ain. BRASS CAPPED PIPES STAMPED 1985, WHICH LINE BEARS N 00°53'47" E, 2609.63 FEET, DERIVED BY GPS OBSERVATIONS OF THE TRUE MERIDIAN. 29. FLOOD PLANE DATA EXTRAPOLATED FROM FIRM MAP PANEL NUMBER 08097CO068 C - EFFECTIVE DATE JUNE 4, 1987, AND BY VERTICAL GPS OBSERVATIONS RELATED TO NGS BENCH MARK DESIGNATED E-158 . 30. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE PROPERTY SHOWN AND DESCRIBED HEREON TO DETERMINE: A. OWNERSHIP OF THE TRACT OF LAND B. COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS C. RIGHT'S -OF WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL. 30. FOR ALL INFORMATION REGARDING EASEMENT, RIGHTS -OF -WAY AND/OR TITLE OF RECORD, HIGH COUNTRY ENGINEERING, INC. RELIED UPON TITLE COMMITMENT NO. 01330-101408 ISSUED BY STEWART TITLE, EFFECTIVE DATE: JULY 21, 2017. 31. FLOOD ZONING DEPICTION HEREON IS APPROXIMATE AND IS FOR GRAPHIC PURPOSES ONLY. 32. BUILDING AND SEPTIC FIELD ENVELOPES WERE TAKEN FROM THE GOODMAN/BOTINI 1041 SITE PLAN & G.M.Q.S. EXEMPTION FOR HISTORIC STRUCTURES RECORDED JUNE 23, 2004 IN BOOK 69 AT PAGE 100 AS RECEPTION NO. 498923 AND IS FOR GRAPHICAL PURPOSES ONLY. 33. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO REVISED STATUTES. 34. ALL DIMENSIONS AND COURSES ARE AS MEASURED IN THE FIELD UNLESS DENOTED IN PARENTHESIS, WHICH DENOTE THE BOUNDARIES OF RECORD PLAT OF DAVID CHRISTENSEN PROPERTY SPLIT & PARCEL B AS SET FORTH IN DEED RECORDED MAY 9, 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577238 IN THE PUBLIC RECORDS OF PITKIN COUNTY, STATE OF COLORADO. 35. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY, AS BASED UPON THE EVIDENCE PRESENTED HEREON, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 36. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 37. NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL OR EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WHICH IT IS CERTIFIED. THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF THIS DOCUMENT MAY BE STORED, REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, INC. AND THE OWNER(S) OF RECORD AS OF THIS DATE, OF THE PROPERTY DELINEATED HEREON AND THE SUBJECT OF THE SURVEY. K MOVNS 6A6 Q3�p013 PRGE\' Np. 2 GRAPHIC SCALE 200 0 100 200 400 800 \ \ \ \ (IN U.S. SURVEY FEET) 1 inch=200ft. I \ N38°53'56"E 60.41' G\G `�0 2g452 10p021 I `v !� (N38°52'55"E 60.42') Ci . 9 �W- N fV O O 30' ROAD EASE ENT i \\ LOT `I , DAVID CHRISTENSEN LOT SPLIT /% % R / / �OQ. AND PARCEL B AS SET FORTH IN DEED A_ \ / •1� \ I R RECORDED IN BOOK 388 AT PAGE 686 w 0' :� .' AND UIET TITLE DECREE RECORDED >, :� O CO lb IR \� \ IR AS RECEPTION NO. 577238 �0 �ti^ PARCEL ID NO. 264522409001 �,ov �;' R ; IR i' 2 STORY STABLE, SHOP i 33.07 ACRES AND A.D.U. 0� i APROXIMATE LOCATION CENTERLINE / % I i' \ ,, 60.0' WIDE ACCESS AND UNDERGROUND / UTILITY EASEMENT j \ / PLAT BOOK 9 PAGE 47 N30033154"E 171.81' e POLE BARD] / (N30°34'43"E 171.81') N40040'41 "E 223.58 (N40°40'21"E 223.58'; N36013'02"E 1 10.56'- (N36°12'16"E 110.60') 100' SETBACK FROM HIGH WATER MARK - N23°59'21 "E 1 17.94' (N23°59'33"E 117.91') SHONE C v-- S 1 S�EVSNpOP26 52210p56 N28( 28°214'53E"E1 31.84') j p PRGE` � N26016'35"E 147.84' / (N26°17'44"E 147.85') � I / I N28°51'06"E 197.92' (N28°50'16"E 197.91') AS 50' W.C.- N23°32'21 "E 97.35' o (N23°33'20"E 97.36') / P.O.B.- / PARCEL B N42°43' 18"E 106.13' 1 (N42°43'04"E 106.16'.) / / (S2°45'51"W 83.90')- N35051'58"E 77.68' /j' (S53°23'45"E 86.88')- (N35°50'50"E 77.68') / % `•. N26°26'52"E 182.34'- (N26°26'30"E 182.30') N33°28'47"E I I5.02' (N33029'25"E 115.04') N35°42'22"E 103.80' (N35°43'27"E 103.83') NO°36'26"W 83.59' (NO°51'02"W 83.77') N34°34' 18"W 135.29' (N34°35'05"W 135.26') / P.D.B. LOT 1 S86°08'55"W 136.96 (S86°11'15"W 137.00' DPvD \ NORM 45?��g 002 p PRGE / STA IS `• / SEPTIC' 1 % FIELD /ENVELOPE SEE NOTE 32 _ / 0 / / i i b 'L G :Y P O / %�%i��P� BUILDING %% y Q ENVELOPE/ /� \ SEE NOTE 32:'', = AS 50 W.C. \\N88° 10'37"W 69.53' (N88°26'21 "W 119.53) \ i i � V�1 RPNGN I PSS v P`'_7e6 5143p0001 s"°pP GE`N° AS 50' W.C. 1 I 6 °pORpW0E'a? (S56°15'02"E 99.46') p�pN.P4Vy232p0003 RP PR E� NO.2 2 2 6 I ° $� 5��: 1 � �� _--(S41°53'08"W 97.21') / i (S27°26'15"E 258.69') j \\ ..(S82°06'20"W 320.16') (S36°09'35"W 128.27') i FISHING EASEMENT LYING BETWEEN CL OF SNOWMASS j / CREEK AND THE WEST BANK OF THE STREAM AS DEDICATED POND i �` i IN PLAT BOOK 9 AT PAGE (S45°28'58"W 65.65) is IR' \ �O 5 PRES ` p M°N\ pp1 �pNN 26452321p0 p PRGE� N / ! / .°;' \-(S54°54'48"W 312.53') 100' SETBACK FROM HIGH WATER MARK % ! EAST 1 4 CORNER SECTION 22 CENTER LINE SECTION 23 FOUND 3.1/4" BLM 1985 ALUMINUM CAP ,(S2°17'39"E 314.54') / 6458 SNOWMASS CREEK RD. % 0 2 STORY LOG & STONE (S49°35'25"E 109.80') P o ; oND I AS 50' W.C. 72'): g �7 �(N'35"=222. E _ 2. SEE INSERT'A' (N83°36'35"E 137.77') S30°53'33"W 81.06' GARAGE/ (N43°16'3 "E O (S30°52'43"W 81.08') 107.24') S4800712"W 67.02' o, Q (S48°17'14"W 66.92') Co !v� S59°34'40"W 74.96' ��� V (S59°33'47"W 74.93') N G \ 1 S63° 12'46"W 38.53' \ (S62°58'16"W 38.38') \ % S50026'38"W 132.87' \ ` C') (S50°31'32"W 133.33') Z S70042'44"W 25.07' ij i� O O (S70°38'40"W 24.71') O 1 11 I PUMP HOU o S38 25 53 W 1 15.15 (S38°30'35"W 115.37') S80°36'03"W 40.33' (S80°37'00"W 40.10') \ S54°28'30"W 99.79' (S54°34'09"W 99.90') I II S81 (S 5°25'19' W 85.60') EPR N RNtAC, 1000p3 FPRG�� Np. 2 i i (S2°09'af E 92.51') (S46°23'58"W 153.27') SURVEYOR`S CERTIFICATION N INSERT'A' SCALE 1" = 5' FOUND YELI LS 38215 1 OW PLASTIC CAP � 0 TO MEG GOODMAN AND STEWART TITLE: 0) U) 1t1'� Z 0 THIS IS TO CERTIFY THAT THIS PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD p:- (D DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-4, 7, 8 �p.� Q W N AND 11, 13,14 & 19 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON OCTOBER 1, 2017. :y m A:W .W O - ts DATE OF PLAT. 17 OCTOBER, 2017 In o mO Z SOUTHEAST CORNER SECTION 22 FOUND 3.1/4" BLM 1985 ALUMINUM CAP ° W W U W Z,QF 00 I� Q jOzJ ow_I- U� 0) O Q Y� Z_d°'0! EOImo- �p w tn��m ww2 N z CV z �o� �O 0 wooz W o� ILL Wll o X�XFOIm_jw QU m 0U (v0QO�' li U Lf) mWzOd U� O O LLIL o �� m O r z _ _ o U o L. U z V Lf) r- N O(D1 �. 00 0 � w 1- o N 0 Z U)U� ~ :, u V Z z0 LL. W_W Z W w dam WNo z J01 LL� l� Z rCo Zfs ;we ,0Z r0 V rx� V x d 0 O cD W 2 0 o w0 Q 0 J cn W 0 ww 0 W d Z to J ` z (L h- Z ' E LL Z D 0 �U) z 0 U PROJECT NO. 2171701 SHEET NUMBER I I OF 2 U T U T UT UT U T E E S OSW OSW OSW OSW DYH UE UE UE UE > > > > > > > > > > > > > U E U E U E UE UE UE UE UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UT UT UT UT UT UT UT UT UT UT UT UT U T U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE UE UE U E UE UE UTUE UE UE UE UT UT UE UE UE UE 4" PVC OSW OSW OSW OSW LE A C H FIE L D TW O - T R A C K DR I V E CON C R E T E FLAGSTONE WALK GAR A G E 2 - STORY LOG HOUSE TW O - T R A C K D R I V E ARCHWAY ENTRY SIGN SEPTIC TANK LID SPIGOT (TYPICAL) POND IRRIGATION PUMP HOUSE GR A V E L D R I V E BR I D G E WELL WINDMILL BURIED LP TANK FUEL TANK TRANSFORMER C O N C R E T E CO N C R E T E C O N C . 2 S T O R Y S T A B L E , SHO P A N D A . D . U . FF E : 7 8 4 9 . 6 5 FFE : 7 8 5 0 . 2 2 TOP O F BAN K FLAGSTONE PATIO RETAINING WALL HIGH W A T E R L I N E SNO W M A S S C R E E K 18" C M P 16 " C M P FIRE HYDRANT APPROXIMATE CENTERLINE 10' WIDE HOLY CROSS UNDERGROUND POWER EASEMENT RECEPTION NO.453483 HIGH W A T E R L I N E TR E E S SP L I T - R A I L FE N C E (T Y P I C A L ) FLAGSTONE PATIO GRAVEL DRIVE BURIED LP TANK BURIED LP TANK STATUE BBQ 1 2 " C M P FFE : 7 8 5 0 . 8 6 FFE:7871.30 4" PVC RISERS PO L E BAR N 1 8 " C M P SNOWMA S S C R E E K FFE : 7 8 7 4 . 9 0 S S S IR IR IR e IR CO W S CONC. SEPTIC MANHOLE SEPTIC MANHOLE ELECTRIC METER S S S IR IR IR S D O C K ELECTRIC METER & TRANSFORMER APPROXIMATE CENTERLINE 10' WIDE HOLY CROSS UNDERGROUND POWER EASEMENT RECEPTION NO.443417 3.0' 10. 7 ' 2 6 . 9 ' 12. 5 ' 13. 4 ' 37. 4 ' 12. 4 ' 1 2 . 0 ' 2 7 . 1 ' 40.0 ' 2 3 . 2 ' 40.0 ' 2 3 . 2 ' 6.0' 2.2' 25.1' 35 . 6 ' 7.8' 8. 3 ' 7.6' 8. 3 ' 16.9' 9. 2 ' 4.5' 4 . 5 ' 29 . 4 ' 22.1' 13.4' 9. 0 '10. 4 ' 22. 4 ' 9. 0 ' 43. 5 ' 2 2 . 4 ' 2 2 . 4 ' 1 2 . 0 ' 7.0' 37. 5 ' 5. 0 ' 12. 7 ' 1 2 . 1 ' 25. 9 ' BY NO . DA T E BY PROJECT NO. OR 5 3 4 - 0 6 7 0 0 I N M E T R O D E N V E R UN D E R G R O U N D M E M B E R U T I L I T I E S EX C A V A T E F O R T H E M A R K I N G O F BE F O R E Y O U D I G , G R A D E , O R CA L L 2 - B U S I N E S S D A Y S I N A D V A N C E 1- 8 0 0 - 9 2 2 - 1 9 8 7 CE N T E R O F C O L O R A D O CA L L U T I L I T Y N O T I F I C A T I O N RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 SHEET NUMBER 2171701 2 OF 2 ME G G O O D M A N AL T A / N S N P L A N D T I T L E S U R V E Y 64 5 8 S N O W M A S S C R E E K R O A D CO U N T Y O F P I T K I N , S T A T E O F C O L O R A D O JP F BW A B 10 / 1 9 / 1 7 21 7 1 7 0 1 . 0 0 0050 25 50 100 200 PARCEL 1, DAVID CHRISTENSEN PROPERTY SPLIT AND PARCEL B AS SET FORTH IN DEED RECORDED MAY 9, 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577238, SITUATED IN SECTIONS 22 AND 23, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO ALTA/NSPS LAND TITLE SURVEY 2 STORY STABLE, SHOP AND ADDITIONAL DWELLING UNIT POLE BARN 6458 SNOWMASS CREEK ROAD 2 STORY LOG HOUSE GARAGE BUILDING DIMENSIONS SCALE 1" = 20' CO V E R E D P O R C H FLOOD ZONE: X FLOOD ZONE: AE SEE INSERT 'A' PAGE 1 SET CORNER - 1.5" ALUM. CAP LS 23875 FOUND CORNER - 1 1/4" YELLOW PLASTIC CAP LS 19598 SET CORNER - 1" BRASS TAG LS 23875 LEGEND FOUND MONUMENT - AS NOTED WATER LINE SEWER LINE TELEPHONE LINE OVERHEAD ELECTRIC LINE SPLIT RAIL FENCE LINE W W SS SS UT UT OE OE UNDERGROUND ELECTRIC LINE UE UE EASEMENT LINE BUILDING SETBACK LINE PROPERTY BOUNDARY LINE ADJOINER LINE LOT LINE FLOOD ZONE: X 1% CHANCE FLOOD HAZARD FLOOD ZONE: AE 0.2% CHANCE FLOOD HAZARD FOUND CORNER - AS NOTED IR OSW e IRRIGATION RISER SPIGOT ELECTRIC METER POWER POLE HATCHES MONUMENT & PROPERTY MARKERS LINEWORK SYMBOLS BODY OF WATER EAST 1/4 CORNER SECTION 22 FOUND 3-1/4" BLM 1985 ALUMINUM CAP APROXIMATE LOCATION CENTERLINE 60.0' WIDE ACCESS AND UNDERGROUND UTILITY EASEMENT PLAT BOOK 9 PAGE 47 PLANTER GRAVEL DRIVE DITCH FLOW LINE> RETAINING WALLS SN O W M A S S C R E E K R O A D (3 0 ' R . O . W . ) P.O.B. POINT OF BEGINNING N NORTH E EAST S SOUTH W WEST RD ROAD NO. NUMBER SEC. SECTION W.C. WITNESS CORNER CL CENTERLINE FFE FINISH FLOOR ELEVATION ABBREVIATIONS 20 ' W I D E EL E C T R I C E A S E M E N T PL A T B O O K 9 , P A G E 4 7 0 0 SITE ALTA/NSPS LAND TITLE SURVEY PARCEL 'I , DAVID CHRISTENSEN PROPERTY SPLIT AND PARCEL B AS SET FORTH IN DEED RECORDED MAY 99 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 201 1 AS RECEPTION NO, 5772389 SITUATED IN SECTIONS 22 AND 23, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M. VICINITY MAP 1 " = 5000' 6458 SNOWMASS CREEK ROAD ZONING RS-30, JULY 2006 LOT REQUIREMENTS: MIN. LOT AREA: 30 ACRES MIN. LOT WIDTH: 400 FT SETBACK REQUIREMENTS 100 FT SETBACK FROM STREAMS 100 FT SETBACK FROM ARTERIAL HIGHWAYS AND ARTERIAL ROADS 50' SETBACK FROM COLLECTOR STREETS FRONT SETBACK: 50 FT SIDE SETBACK: 30 FT REAR SETBACK: 30 FT TITLE COMMITMENT NOTES AMERICAN LAND TITLE ASSOCIATION COMMITMENT NO. 01330-101408 EFFECTIVE DATE AUGUST 2, 2017 1. NOTES 1-9 ARE STANDARD EXCEPTIONS 10. RESERVATIONS AND EXCEPTIONS IN PATENTS, OR ACTS AUTHORIZING THE ISSUANCE THEREOF, INCLUDING THE RESERVATION OF THE RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED IN BOOK 55 AT PAGE 479 AND IN BOOK 55 AT PAGE 509. 11. ALL MINERALS IN THE LANDS IN THE INSTRUMENT RECORDED DECEMBER 2, 1935 IN BOOK 158 AT PAGE 562, AND ANY AND ALL ASSIGNMENTS THEREOF. 12. AN UNDIVIDED ONE-HALF OF ALL OIL, GAS AND OTHER MINERALS IN THE SUBJECT LANDS, AS CONTAINED IN INSTRUMENT RECORDED MARCH 15, 1950 IN BOOK 175 AT PAGE 357. 13. EASEMENT AND RIGHT OF WAY FOR THE LUTZ DITCH. 14. COVENANTS CONTAINED IN THE WARRANTY DEED RECORDED OCTOBER 29, 1968 IN BOOK 237 AT PAGE 93. 15. DAVID CHRISTENSEN PROPERTY SPLIT PLAT RECORDED MAY 9, 1980 IN BOOK 9 AT PAGE 47. 16. TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED MAY 11, 2000 AS RECEPTION NO. 443212. 17. HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED MAY 17, 2000 AS RECEPTION NO. 4434. 18. ADMINISTRATIVE DECISION NO. 33-2000 RECORDED JULY 20, 2000 A S RECEPTION NO. 445358. 19. DETERMINATION NO. 29-2000 RECORDED NOVEMBER 3, 2000 AS RECEPTION NO. 4485 51. 20. DETERMINATION NO. 63-2000 RECORDED DECEMBER 12, 2000 AS RECEPTION NO. 449 585.. 21. HOLY CROSS ENERGY RIGHT OF WAY EASEMENT RECORDED APRIL 17, 2001 A S RECEPTION NO. 453483. 22. DETERMINATION NO. 10-2004 RECORDED APRIL 19, 2004 AS RECEPTION NO. 4966 51 . 23. GOODMAN/BONINI 1041 SITE PLAN & GMQS EXEMPTION FOR HISTORIC STRUCTURES RECORDED JUNE 23, 2004 IN BOOK 69 AT PAGE 100 AS RECEPTION NO. 498923. 24. DEED RESTRICTION AGREEMENT RECORDED SEPTEMBER 8, 2005 AS RECEPTION NO. 5144 45. 25. QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577 238. 26. ANY QUESTIONS, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVER BED LOCATION BY OTHER THAN NATURAL CAUSES, OR ALTERNATION THROUGH ACCRETION, RELICTION, EROSION OR AVULSION OF THE CENTER THREAD, BANK CHANNEL OR FLOW OF WATERS IN SNOWMASS CREEK LYING WITHIN SUBJECT LAND AND ANY QUESTIONS AS TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK, OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS. A. ALL RIGHT, TITLE OR CLAIM OR ANY CHARACTER BY THE UNITED STATES, STATE, LOCAL GOVERNMENT FOR BY THE PUBLIC GENERALLY IN AND TO ANY PORTION OF THE LAND LYING WITHIN THE CURRENT OR FORMER BED, OR BELOW THE ORDINARY HIGH WATER MARK, OR BETWEEN THE CUT BANKS OF A STREAM NAVIGABLE IN FACT OR IN LAW. B. RIGHT OF RIPARIAN WATER RIGHTS OWNERS TO THE USE AND FLOW OF THE WATER. C. THE CONSEQUENCE OF ANY PAST OR FUTURE CHANGE IN THE LOCATION OF THE BED. COUNTY OF PITKIN, STATE OF COLORADO PROPERTY DESCRIPTION PARCEL 1 DAVID CHRISTENSEN PROPERTY SPLIT ACCORDING TO THE PLAT RECORDED MAY 9, 1980 IN PLAT BOOK 9 AT PAGE 47 AND PARCEL B AS SET FORTH IN DEED RECORDED MAY 9, 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577238 AND DESCRIBED AS FOLLOWS: A PARCEL OF LAND SITUATED IN SECTIONS 22 AND 23, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH PRINCIPAL MERIDIAN. SAID PARCEL IS MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE SOUTHEAST CORNER OF SAID SECTION 22 BEARS S 09°26'49" E 1834.66 FEET (ALSO WHENCE A REBAR AND CAP, L.S. #2376, DESIGNATED AS THE SOUTH 1/4 CORNER OF SAID SECTION 22 BEARS S 50°45'39" W 2884.54 FEET); THENCE N 13°52' E 235.86 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 08°44' E 165.58 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 43°52' E 107.24 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 84°12' E 137.77 FEET ALONG THE CENTERLINE OF CREEK; THENCE N 84'13' E 222.72 FEET ALONG THE CENTERLINE OF CREEK; THENCE S 49°00' E 109.80 FEET; THENCE S 24°57'02" W 1.85 FEET ALONG CENTERLINE OF DITCH; THENCE S 31 °28'09" W 81.08 FEET ALONG CENTERLINE OF DITCH; THENCE S 48°52'40" W 66.92 FEET ALONG CENTERLINE OF DITCH; THENCE S 60'09'13" W 74.93 FEET ALONG CENTERLINE OF DITCH; THENCE S 63°33'42" W 38.38 FEET ALONG CENTERLINE OF DITCH; THENCE S 51°06'58" W 133.33 FEET ALONG CENTERLINE OF DITCH; THENCE S 71 °14'06" W 24.71 FEET ALONG CENTERLINE OF DITCH; THENCE S 38°06'01" 115.37 FEET ALONG CENTERLINE OF DITCH; THENCE S 81'1226" W 40.10 FEET ALONG CENTERLINE OF DITCH; THENCE S 55°09'35" W 99.90 FEET ALONG CENTERLINE OF DITCH; THENCE S 76°00'39" W 85.59 FEET TO THE POINT OF BEGINNING. COUNTY OF PITKIN, STATE OF COLORADO. SURVEYOR'S NOTES 27. DATE OF FIELD SURVEY: AUGUST 28, AND 29, SEPTEMBER 5, 6, 7, 8, 11 AND 14, 2017 28. BASIS OF BEARINGS FOR THIS SURVEY IS A DIRECT LINE BETWEEN THE SOUTHEAST CORNER OF SECTION 22, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE SIXTH P.M., AND THE EAST QUARTER CORNER OF THE SAID SECTION, BOTH CORNERS MONUMENTED BY FOUND BLM 3ain. BRASS CAPPED PIPES STAMPED 1985, WHICH LINE BEARS N 00°53'47" E, 2609.63 FEET, DERIVED BY GPS OBSERVATIONS OF THE TRUE MERIDIAN. 29. FLOOD PLANE DATA EXTRAPOLATED FROM FIRM MAP PANEL NUMBER 08097CO068 C - EFFECTIVE DATE JUNE 4, 1987, AND BY VERTICAL GPS OBSERVATIONS RELATED TO NGS BENCH MARK DESIGNATED E-158 . 30. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE PROPERTY SHOWN AND DESCRIBED HEREON TO DETERMINE: A. OWNERSHIP OF THE TRACT OF LAND B. COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS C. RIGHT'S -OF WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL. 30. FOR ALL INFORMATION REGARDING EASEMENT, RIGHTS -OF -WAY AND/OR TITLE OF RECORD, HIGH COUNTRY ENGINEERING, INC. RELIED UPON TITLE COMMITMENT NO. 01330-101408 ISSUED BY STEWART TITLE, EFFECTIVE DATE: JULY 21, 2017. 31. FLOOD ZONING DEPICTION HEREON IS APPROXIMATE AND IS FOR GRAPHIC PURPOSES ONLY. 32. BUILDING AND SEPTIC FIELD ENVELOPES WERE TAKEN FROM THE GOODMAN/BOTINI 1041 SITE PLAN & G.M.Q.S. EXEMPTION FOR HISTORIC STRUCTURES RECORDED JUNE 23, 2004 IN BOOK 69 AT PAGE 100 AS RECEPTION NO. 498923 AND IS FOR GRAPHICAL PURPOSES ONLY. 33. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO REVISED STATUTES. 34. ALL DIMENSIONS AND COURSES ARE AS MEASURED IN THE FIELD UNLESS DENOTED IN PARENTHESIS, WHICH DENOTE THE BOUNDARIES OF RECORD PLAT OF DAVID CHRISTENSEN PROPERTY SPLIT & PARCEL B AS SET FORTH IN DEED RECORDED MAY 9, 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577238 IN THE PUBLIC RECORDS OF PITKIN COUNTY, STATE OF COLORADO. 35. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THE SURVEY, AS BASED UPON THE EVIDENCE PRESENTED HEREON, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 36. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 37. NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL OR EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WHICH IT IS CERTIFIED. THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF THIS DOCUMENT MAY BE STORED, REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, INC. AND THE OWNER(S) OF RECORD AS OF THIS DATE, OF THE PROPERTY DELINEATED HEREON AND THE SUBJECT OF THE SURVEY. K MOVNS 6A6 Q3�p013 PRGE\' Np. 2 GRAPHIC SCALE 200 0 100 200 400 800 \ \ \ \ (IN U.S. SURVEY FEET) 1 inch=200ft. I \ N38°53'56"E 60.41' G\G `�0 2g452 10p021 I `v !� (N38°52'55"E 60.42') Ci . 9 �W- N fV O O 30' ROAD EASE ENT i \\ LOT `I , DAVID CHRISTENSEN LOT SPLIT /% % R / / �OQ. AND PARCEL B AS SET FORTH IN DEED A_ \ / •1� \ I R RECORDED IN BOOK 388 AT PAGE 686 w 0' :� .' AND UIET TITLE DECREE RECORDED >, :� O CO lb IR \� \ IR AS RECEPTION NO. 577238 �0 �ti^ PARCEL ID NO. 264522409001 �,ov �;' R ; IR i' 2 STORY STABLE, SHOP i 33.07 ACRES AND A.D.U. 0� i APROXIMATE LOCATION CENTERLINE / % I i' \ ,, 60.0' WIDE ACCESS AND UNDERGROUND / UTILITY EASEMENT j \ / PLAT BOOK 9 PAGE 47 N30033154"E 171.81' e POLE BARD] / (N30°34'43"E 171.81') N40040'41 "E 223.58 (N40°40'21"E 223.58'; N36013'02"E 1 10.56'- (N36°12'16"E 110.60') 100' SETBACK FROM HIGH WATER MARK - N23°59'21 "E 1 17.94' (N23°59'33"E 117.91') SHONE C v-- S 1 S�EVSNpOP26 52210p56 N28( 28°214'53E"E1 31.84') j p PRGE` � N26016'35"E 147.84' / (N26°17'44"E 147.85') � I / I N28°51'06"E 197.92' (N28°50'16"E 197.91') AS 50' W.C.- N23°32'21 "E 97.35' o (N23°33'20"E 97.36') / P.O.B.- / PARCEL B N42°43' 18"E 106.13' 1 (N42°43'04"E 106.16'.) / / (S2°45'51"W 83.90')- N35051'58"E 77.68' /j' (S53°23'45"E 86.88')- (N35°50'50"E 77.68') / % `•. N26°26'52"E 182.34'- (N26°26'30"E 182.30') N33°28'47"E I I5.02' (N33029'25"E 115.04') N35°42'22"E 103.80' (N35°43'27"E 103.83') NO°36'26"W 83.59' (NO°51'02"W 83.77') N34°34' 18"W 135.29' (N34°35'05"W 135.26') / P.D.B. LOT 1 S86°08'55"W 136.96 (S86°11'15"W 137.00' DPvD \ NORM 45?��g 002 p PRGE / STA IS `• / SEPTIC' 1 % FIELD /ENVELOPE SEE NOTE 32 _ / 0 / / i i b 'L G :Y P O / %�%i��P� BUILDING %% y Q ENVELOPE/ /� \ SEE NOTE 32:'', = AS 50 W.C. \\N88° 10'37"W 69.53' (N88°26'21 "W 119.53) \ i i � V�1 RPNGN I PSS v P`'_7e6 5143p0001 s"°pP GE`N° AS 50' W.C. 1 I 6 °pORpW0E'a? (S56°15'02"E 99.46') p�pN.P4Vy232p0003 RP PR E� NO.2 2 2 6 I ° $� 5��: 1 � �� _--(S41°53'08"W 97.21') / i (S27°26'15"E 258.69') j \\ ..(S82°06'20"W 320.16') (S36°09'35"W 128.27') i FISHING EASEMENT LYING BETWEEN CL OF SNOWMASS j / CREEK AND THE WEST BANK OF THE STREAM AS DEDICATED POND i �` i IN PLAT BOOK 9 AT PAGE (S45°28'58"W 65.65) is IR' \ �O 5 PRES ` p M°N\ pp1 �pNN 26452321p0 p PRGE� N / ! / .°;' \-(S54°54'48"W 312.53') 100' SETBACK FROM HIGH WATER MARK % ! EAST 1 4 CORNER SECTION 22 CENTER LINE SECTION 23 FOUND 3.1/4" BLM 1985 ALUMINUM CAP ,(S2°17'39"E 314.54') / 6458 SNOWMASS CREEK RD. % 0 2 STORY LOG & STONE (S49°35'25"E 109.80') P o ; oND I AS 50' W.C. 72'): g �7 �(N'35"=222. E _ 2. SEE INSERT'A' (N83°36'35"E 137.77') S30°53'33"W 81.06' GARAGE/ (N43°16'3 "E O (S30°52'43"W 81.08') 107.24') S4800712"W 67.02' o, Q (S48°17'14"W 66.92') Co !v� S59°34'40"W 74.96' ��� V (S59°33'47"W 74.93') N G \ 1 S63° 12'46"W 38.53' \ (S62°58'16"W 38.38') \ % S50026'38"W 132.87' \ ` C') (S50°31'32"W 133.33') Z S70042'44"W 25.07' ij i� O O (S70°38'40"W 24.71') O 1 11 I PUMP HOU o S38 25 53 W 1 15.15 (S38°30'35"W 115.37') S80°36'03"W 40.33' (S80°37'00"W 40.10') \ S54°28'30"W 99.79' (S54°34'09"W 99.90') I II S81 (S 5°25'19' W 85.60') EPR N RNtAC, 1000p3 FPRG�� Np. 2 i i (S2°09'af E 92.51') (S46°23'58"W 153.27') SURVEYOR`S CERTIFICATION N INSERT'A' SCALE 1" = 5' FOUND YELI LS 38215 1 OW PLASTIC CAP � 0 TO MEG GOODMAN AND STEWART TITLE: 0) U) 1t1'� Z 0 THIS IS TO CERTIFY THAT THIS PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD p:- (D DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1-4, 7, 8 �p.� Q W N AND 11, 13,14 & 19 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON OCTOBER 1, 2017. :y m A:W .W O - ts DATE OF PLAT. 17 OCTOBER, 2017 In o mO Z SOUTHEAST CORNER SECTION 22 FOUND 3.1/4" BLM 1985 ALUMINUM CAP ° W W U W Z,QF 00 I� Q jOzJ ow_I- U� 0) O Q Y� Z_d°'0! EOImo- �p w tn��m ww2 N z CV z �o� �O 0 wooz W o� ILL Wll o X�XFOIm_jw QU m 0U (v0QO�' li U Lf) mWzOd U� O O LLIL o �� m O r z _ _ o U o L. U z V Lf) r- N O(D1 �. 00 0 � w 1- o N 0 Z U)U� ~ :, u V Z z0 LL. W_W Z W w dam WNo z J01 LL� l� Z rCo Zfs ;we ,0Z r0 V rx� V x d 0 O cD W 2 0 o w0 Q 0 J cn W 0 ww 0 W d Z to J ` z (L h- Z ' E LL Z D 0 �U) z 0 U PROJECT NO. 2171701 SHEET NUMBER I I OF 2 U T U T UT UT U T E E S OSW OSW OSW OSW DYH UE UE UE UE > > > > > > > > > > > > > U E U E U E UE UE UE UE UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE U E U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UT UT UT UT UT UT UT UT UT UT UT UT U T U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE UE UE U E UE UE UTUE UE UE UE UT UT UE UE UE UE 4" PVC OSW OSW OSW OSW LE A C H FIE L D TW O - T R A C K DR I V E CON C R E T E FLAGSTONE WALK GAR A G E 2 - STORY LOG HOUSE TW O - T R A C K D R I V E ARCHWAY ENTRY SIGN SEPTIC TANK LID SPIGOT (TYPICAL) POND IRRIGATION PUMP HOUSE GR A V E L D R I V E BR I D G E WELL WINDMILL BURIED LP TANK FUEL TANK TRANSFORMER C O N C R E T E CO N C R E T E C O N C . 2 S T O R Y S T A B L E , SHO P A N D A . D . U . FF E : 7 8 4 9 . 6 5 FFE : 7 8 5 0 . 2 2 TOP O F BAN K FLAGSTONE PATIO RETAINING WALL HIGH W A T E R L I N E SNO W M A S S C R E E K 18" C M P 16 " C M P FIRE HYDRANT APPROXIMATE CENTERLINE 10' WIDE HOLY CROSS UNDERGROUND POWER EASEMENT RECEPTION NO.453483 HIGH W A T E R L I N E TR E E S SP L I T - R A I L FE N C E (T Y P I C A L ) FLAGSTONE PATIO GRAVEL DRIVE BURIED LP TANK BURIED LP TANK STATUE BBQ 1 2 " C M P FFE : 7 8 5 0 . 8 6 FFE:7871.30 4" PVC RISERS PO L E BAR N 1 8 " C M P SNOWMA S S C R E E K FFE : 7 8 7 4 . 9 0 S S S IR IR IR e IR CO W S CONC. SEPTIC MANHOLE SEPTIC MANHOLE ELECTRIC METER S S S IR IR IR S D O C K ELECTRIC METER & TRANSFORMER APPROXIMATE CENTERLINE 10' WIDE HOLY CROSS UNDERGROUND POWER EASEMENT RECEPTION NO.443417 3.0' 10. 7 ' 2 6 . 9 ' 12. 5 ' 13. 4 ' 37. 4 ' 12. 4 ' 1 2 . 0 ' 2 7 . 1 ' 40.0 ' 2 3 . 2 ' 40.0 ' 2 3 . 2 ' 6.0' 2.2' 25.1' 35 . 6 ' 7.8' 8. 3 ' 7.6' 8. 3 ' 16.9' 9. 2 ' 4.5' 4 . 5 ' 29 . 4 ' 22.1' 13.4' 9. 0 '10. 4 ' 22. 4 ' 9. 0 ' 43. 5 ' 2 2 . 4 ' 2 2 . 4 ' 1 2 . 0 ' 7.0' 37. 5 ' 5. 0 ' 12. 7 ' 1 2 . 1 ' 25. 9 ' BY NO . DA T E BY PROJECT NO. OR 5 3 4 - 0 6 7 0 0 I N M E T R O D E N V E R UN D E R G R O U N D M E M B E R U T I L I T I E S EX C A V A T E F O R T H E M A R K I N G O F BE F O R E Y O U D I G , G R A D E , O R CA L L 2 - B U S I N E S S D A Y S I N A D V A N C E 1- 8 0 0 - 9 2 2 - 1 9 8 7 CE N T E R O F C O L O R A D O CA L L U T I L I T Y N O T I F I C A T I O N RE V I S I O N HI G H C O U N T R Y E N G I N E E R I N G , I N C . PH O N E ( 9 7 0 ) 9 4 5 - 8 6 7 6 - F A X ( 9 7 0 ) 9 4 5 - 2 5 5 5 ww w . h c e n g . c o m dr a w n b y : ch e c k e d b y : da t e : fi l e : 15 1 7 B L A K E A V E N U E , S T E 1 0 1 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 SHEET NUMBER 2171701 2 OF 2 ME G G O O D M A N AL T A / N S N P L A N D T I T L E S U R V E Y 64 5 8 S N O W M A S S C R E E K R O A D CO U N T Y O F P I T K I N , S T A T E O F C O L O R A D O JP F BW A B 10 / 1 9 / 1 7 21 7 1 7 0 1 . 0 0 0050 25 50 100 200 PARCEL 1, DAVID CHRISTENSEN PROPERTY SPLIT AND PARCEL B AS SET FORTH IN DEED RECORDED MAY 9, 1980 IN BOOK 388 AT PAGE 686 AND QUIET TITLE DECREE RECORDED FEBRUARY 1, 2011 AS RECEPTION NO. 577238, SITUATED IN SECTIONS 22 AND 23, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO ALTA/NSPS LAND TITLE SURVEY 2 STORY STABLE, SHOP AND ADDITIONAL DWELLING UNIT POLE BARN 6458 SNOWMASS CREEK ROAD 2 STORY LOG HOUSE GARAGE BUILDING DIMENSIONS SCALE 1" = 20' CO V E R E D P O R C H FLOOD ZONE: X FLOOD ZONE: AE SEE INSERT 'A' PAGE 1 SET CORNER - 1.5" ALUM. CAP LS 23875 FOUND CORNER - 1 1/4" YELLOW PLASTIC CAP LS 19598 SET CORNER - 1" BRASS TAG LS 23875 LEGEND FOUND MONUMENT - AS NOTED WATER LINE SEWER LINE TELEPHONE LINE OVERHEAD ELECTRIC LINE SPLIT RAIL FENCE LINE W W SS SS UT UT OE OE UNDERGROUND ELECTRIC LINE UE UE EASEMENT LINE BUILDING SETBACK LINE PROPERTY BOUNDARY LINE ADJOINER LINE LOT LINE FLOOD ZONE: X 1% CHANCE FLOOD HAZARD FLOOD ZONE: AE 0.2% CHANCE FLOOD HAZARD FOUND CORNER - AS NOTED IR OSW e IRRIGATION RISER SPIGOT ELECTRIC METER POWER POLE HATCHES MONUMENT & PROPERTY MARKERS LINEWORK SYMBOLS BODY OF WATER EAST 1/4 CORNER SECTION 22 FOUND 3-1/4" BLM 1985 ALUMINUM CAP APROXIMATE LOCATION CENTERLINE 60.0' WIDE ACCESS AND UNDERGROUND UTILITY EASEMENT PLAT BOOK 9 PAGE 47 PLANTER GRAVEL DRIVE DITCH FLOW LINE> RETAINING WALLS SN O W M A S S C R E E K R O A D (3 0 ' R . O . W . ) P.O.B. POINT OF BEGINNING N NORTH E EAST S SOUTH W WEST RD ROAD NO. NUMBER SEC. SECTION W.C. WITNESS CORNER CL CENTERLINE FFE FINISH FLOOR ELEVATION ABBREVIATIONS 20 ' W I D E EL E C T R I C E A S E M E N T PL A T B O O K 9 , P A G E 4 7 GOODMAN/130NINI DARN NEW CONSTRUCTION OLD SNOWMASS, CO BUILDING AREA: LOWER LEVEL UPPER LEVEL TOTAL AREA OWNER MEG GOODMAN & MICHAEL BONINI 3456 INWOOD DRIVE HOUSTON, TX 77019 (713) 520-7390 (713) 526-2079 FAX STRUCTURAL ENGINEER PROJECT DESIGN INFORMATION ZONING: CHRISTENSEN SUBDIVISION 2,409 SF R-30 PER PiTKIN COUNTY AGRICULTURAL BUILDING 1,315 SF APPLICABLE BUILDING CODE_ 1994 UHC. 3,724 ,. SF k OCCUPANCY TYPES CONSTRUCTION TYPE. PROJECT DIRECTORY MAGGERT & ASSOCIATES ENGINEERS, INC. 580 SLAIN STREET SUITE 300 CARBONDALE, CO 81623 (970) 9Pi3-9643 (970) 963-0135 FAX CONTRACTOR BOUNTIFUL VENTURES 601 STAGE COURT ASPEN, CO 81611 (970) 918-9396 (970) 923-2851 FAX NuokvwmY HIGH COUNTRY ENGINEERING, INC. 923 COOPER AVE. GLENWOOD SPRINGS, CO 81601 (970) 945-8676 (970) 945-2555 FAX ARCHITECT DAVID RITCHIE & ASSOCIATES, INC. 081 COWEN DRIVE SUITE E CARBONDALE, CO 81623 (970) 963-4335 (970) 963-4330 FAX SEPTIC ENGINEER CHURCH & ASSOCIATES, INC. 4501 WADSWORTH BLVD. WHEAT RIDGE, CO 80033 (303) 463-9317 (303) 463-9321 FAX 4 I _ _..... V-.N GENERAL NOTES A THE CONTRACT DOC LTT 5 601`55T OF THE A61REEMENTISL THE 6ENERAL NOTES. THE 5PELFKATI0N, AND THE DRAWN65, W46H ARE 60OFFRATIVE AND G MVUCU6, WORK INDICATED OR REASONABLY "PLED IN ANT ONE OF THE DOGUNENT5 SHALL BE S PLED AS THLIKH FL -LT COVERED IN ALL ANY DSGREPANICT BETWEEN THE DIFFERENT PARTS 5kDO-P BE REPORTED TO THE AF6"TE6T NMEDIATELT, B. ALL. WORK SHALL GOHFLT WON THE 1994 UB6. 1994 U16, 096 NEC. 094 LF6, ALL STATE AND LOCAL LODES AND CRDNANCE5. AM SHALL BE PERFORMED TO THE P"FST STANDARD OF GRAFT5MI BT JOLRNETMEN OF THE APPROPRIATE TRADES, 6. THESE 000.V4ENITS ARE N1 ENDED TO II ALL LABOR. MATERIALS. E"MENT AND 55FV F5 RELMRED TO COMPLETE AI-1- WORK DESCRIBED HEREIN IT 5 THE RESPOMB.ATT OF THE GONTRA6TOR TO 600RDINATE THE VARIOUS PARTS OF THE WORK AND BRINK TO THE ATTENTION OF THE AR6"TE0T ANT WNRTKM WMCH WLL NOT PERMT CONSTRUCTION AGGORDRI6 TO THE MENTIONS OF THESE DOGU"F_NITS' IT 5 THE RE5PONSBILITT OF THE AFCIdTEGT TO PROVIDE DETALS AND/OR DREGTIONS RE6ARDPNK DE50 "TENT WHERE N 5 ALTERED BT EXI5T"6 GONUFNS OR WHERE NE61-ECTED IN THE DOCl1MFNT5. D. ANT MATERIALS PROPOSED FOR SJ65TITUTtON OF THOSE SPEGFED OR CALLED OUT BT TRADE NAME IN THESE DOCUMENTS SHALL BE PRESENTED TO THE ARC"TEOT FOR REVIEW. THE CONTRACTOR S41ALL SJDMT 5AWLE5 WHEN REOURED BY THE ARCtLTECi. AND ALL S.GH SAI FI-�, SHALL BE REVEWED BT THE ARCHITECT BEFORE THE WORK 5 PERFORMED, ANT WORK WTE(H DOES HOT CONFORM TO THE REOd FTIENI5 OF THE DO6U1ENT5 OR AN APPROVED SAMPLE 5HALL BE REMOVED AND REPLACED WITH WORK THAT 6ONFORM5 AT THE CONTRACTOR'S EXPENSE, E THE PHI NSPECTGR 51AALL BE NOTIFIED BT THE CONTRACTOR WHEN IHEERE S NEED OF TSPE6TION AS RETIRED BT THE UNFORM BllI CODE OR ANT L06AL 6 E OR ORMANCE. E THE OONTRA6TOR SMALL BE RESPON5131-E FOR THE 5AFF1 T AND CAFE OF ADJACENT PROPERTIES DIFJNK COMTRTIDTON. FOR COMPIJANICE WILL H WHIH FEDERAL AND STATE 0.5H A REOJLATOM5, AND FOR THE FROTE61 ON OF ALL WORK UNTL IT 15 DELIVERED �OMFLETED 10 1H4E OWNER. e_ ALL DXNENSON5 NIOI'ED TAKE PRECEDENCE OVER SCALED DPSMNSON5. OMENDON6 NOTED WIIH'NT5-' DFrO1F NOT TO 5CALE H. THE 60NTRA6TOR SHALL VERFT AND GOORDINATe ALL OPENN6S THROU6H FLOORS. 6EN65. AND WALL-5 WITH ALL ARCHITECTURAL. STRUGTUFAL. 1E6HANGA-. PLU'1BIN6 AND ELETRICAL DRAWN65 AND DOMAIN THE 5PEGFI60 FIRE RATINK NTE6RTTT OF ALL WAL1-5, 6EILN65. FLOORS. SHAFTS. ET6. WHERE 31(H PENETRATIONS OCCUR, I. THE CONTRACTOR SHALL BE RESPON56LE FOR THE WEAT14ERTi6HTL-EY OF ALL NSTALLED 6ON5TFL T'ON ASSEMBLIE5 AND STSTEM5. - CONTRACTOR WLL 459FME REEPON51BLITT OF ITEMS REOURINK COORDINATION AND RESOWTON PUFM THE BIDDN6 PROCESS, SHEET INDEX ARCHITECTURAL AI.I COVER SHEET A2-0 PROPERTY SURVEY A2.I SITE PLAN A3.1 LOWER LEVEL PLAN A3.2 UPPER LEVEL, PLAN A3.3 ROOF PLAN A4.1 ELEVATIONS A4.2 ELEVATIONS AND SECTIONS A6.1 DETAILS, SHEET I A6.2 DETAILS, SHEET 2 All DOOR AND WINDOW SCHEDULE AND DETAILS A9.1 INTERIOR ELEVATIONS A10.1 REFLECTED CEILING PLANS - later STRUCTURAL S-1 GENERAL NOTES AND. SPECIFICATIONS S-2 FOUNDATION PLAN S-3 UPPER LEVEL FRAMING S-4 ROOF FRAMING S-5 DETAILS DAVID RITCHIE & ASSOCIATES, INC. 9L9 LOWQ1 pRNE JJTE E LOR&RDAII./A �K13 P031 %i'43]5 oou s6ia»� Fev �s p c>~ o � � Q W � r Cc o U O ✓] U l� U 7 s a, z ,n IfOATE � aE REVEED PERMT PACKA6F COVER SHEET DETAIL PLAN AT HOUSE ✓ I T4f AT WF# 1�' • �l�' xoe�x / 4,_: n' 4' HOUSE 9p4pA / WELL NEW TFAN5FLW"EF POND SITE UNDERG & FENCING P "o AREA of 577 �Yt'64TE TOO MATW EX5 To Ga 18'6 R7P1 4' 6ATE B / i q •S ry / F ol KEY NEW UNDERGROUND LINES (TAT) 8 ------NEW AND/OR REPLACED SPLIT RAIL FENCE (TYP) T ELECTRICAL LINE FROM HOUSE TO POWER ® POLE ACROSS RIVER VIA 'TRANSFORMER & BRIDGE WATER SECURITY & PHONE FROM HOUSE TO GARAGE RUN FOUNDATION DRAINS AT HOUSE & GARAGE TO DAYLIGHT AWAY FROM CREEK ® NEW WATER & ELEC. LINE FROM WELL TO HOUSE �E%IS7YY6 araa lTrPl (FINAL LAYOUT BY SUBCONTRACTOR) 5 PUMPED SEPTIC LINE FROM HOUSE SEPTIC TANK TO DITRIBUTION BOX © PROPANE LINE FRON HOUSE TO i..P. TANK EX51N'16 TREES (iTPi FRO Il LNE RTPI (D HOUSE SEPTIC TANIC (SEE DWGS BY CHURCH) Fr,6E OF FWE DANK TrF) ® BURIED PROPANE TANKS FOR HOUSE & BARN ELECTRIC & SECURITY LINES FROM HOUSE TO ENTRY GATE IO DISTIBUTION BOXES & SEPTIC FIELDS FOR HOUSE, AND BARN II PUMPED SEPTIC LINE FROM BARN SEPTIC TANK TO DITRIBUTION BOX BARN SEPTIC TANK (SEE DWGS BY CHURCH) 03 FRENCH DRAIN & DRY -WELL (SEE DWG A2.2) SECURITY & PHONE FROM HOUSE TO BARN DAVID RITCHIE k ASSOCIATES, INC. � coien clzre suTE E CORN %3- 3CO FAX 00}I %3-434 FAX fb319LJ33Yi yyP:� F � lr'I-T" A[T'9' urvl RE M BARN PERIL Mr A6E. 0 ELECTRICITY FROM NEW TRANSFORMER TO BARN PARTIAL 1� WATER FROM HOUSE TO BARN SITE ND (VERIFY W/ PLUMBER) PLAN V / PROPANE LINE FROM BARN TO I, P. TANK KOM ® ELECTRICAL, FROM TRANSFORMER TO GARAGE\ 6/�" NOTES: A. SEE DWG A2.5 FOR UNDERGROUND & FENCE WORK L ]1 2 . AT FUTURE GUEST HOUSE AND FESTIVITY GROUNDS AT SOUTH END OF PROPERTY. �,T B. VERIFY ALL UNDERGROUND WORK WITH PROPER BAR1 �I n cornuvnc earn omc nnrnn mn nv-n run PLAN NOTES 1 . FOR GENERAL VO I _S , .._E DRAW! N6 A I I . I J 7-'N r 2. ALL I NTE! OR WALLS TO 5E W OR 2X6 STUDS AT JII l� J 3. ALL DIMS_ TO FAGS OF STUD O CONCRETE (TYP`U.N. ' v :i r & ASSOC"IATES, INC. y v(7�✓CI�) P!2IUC�, zpU!T':- E Poo 23 FAX ji L I NO.ES , r, I FOR GENERAL NOTES, SEE DRAWINS A1.1. FOR BARN P- NOTES, SEE OwN. A3.1. 3. D,_ I A I LED DESIGN Or LUMB I NG & EOU I MMENT., . ! o>_ 1 ,uAN 1 6a_ sUB ,r oNTRAcI _ G.O. sA _L . �, VE>z I El AL, _ REO 1 R_D GLEARANGES PF I 0 N� 1 RUG I O^I r ; 4. ALL DAB I NET D 1 I ES 0 S i`� � I : IAL NA. N I N rI. _ - -- DETAILING & SIZING BT GAB. =ABRIGA-IOi� BASED 0; , r I EL,i VERIFIED D I ^'IEN.. 10N5 OF izAN' i NG . L ! / 1 fit n ( �! T I USIE 5 . SPOvE, & TUB PAFTWA!2,._• (; OL I SPE✓ N I C_:- • I 0 MA I G-I -GOU ; . 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FOR 61 NEF-A-1 NOTE'-,, SEE DFAW I N6 A 1 . 2. FOR- FLAN ^TOTES, SEE EF.AWIN6 a-,.1. i 3. 6 . ..DIAL_ SU�Il, T ALL_ .,T A ! F ,.01MI� 6NEN ; TO AFGN ! TEGT r0F RSV ! Ew AND SGNEDULE A E- : T N r T e i PRE N i a�LA i 10, , !FEET I N� 0 REV I Ew i NSTAL�aT CN SEQUENCE AND F I NAIL F I N I SPF55 t . D I "ENS I ONS GIVEN TO FACE OF STUD , NOS I N6 , ETG . U.N.O. �`,`:: -• -� 5. 6. G. SMALL V � I FT LAY, OL75 111 I -LD P I 1-0 I NS TaILLAT > ION AND NOT ! FT AFOI I TEcT OF ANY D i 56FFFANr, I ES . f 1-1/2¶ i I FOR WI' IDOW Ci T.NS (�JI--�OW�I ws iETAL I C�;--�.G �:�.L I P=1� I_ I � .A�:" 1 I I ; + Wry M \ ! SERIES AND A r SEr21ES DRAWINGS. I ,� I T _ _ cl Dom, �wl>� 5'..�-EDULED OR �I_E�RVUGi-^ l.i; ._•�i� +S7S A ,_.� lI , R S�!�. W, I LAI i t OF DOOR -ARDWAR�- C. FOR L✓T I.� _-- DOOR IR�WAE SGIIIDLir .j!! A " + � A i � 'I �J11 V DOW sl�Es clIvE T Ar,T a� R.O. RACIT ,� /`7 It) 3�. � I_. COORDINATE FINAL T & ASSOCIATES I 2 FANEL G!_ASS FANEL �1C. I /1` ' '�I� r-" i.:1- '"`�/ j `�•� .:�i I I '-+ Ir11 II-.r- .-i 51'- N� . >_2 I _jR ��r I 1r R 2 r2 E !-;�N �� D �J-.v� S�.Dc 51A+ N DOOR R �1—Ill .� *— A'`!r= TR '� �� �. I, I E WOO— L �-, � ,- >•-- � Wi`i..OWS SNAL� ;�' SIJ_ 1_ RAF DOOR D� tJ"1_E SL IDINr SARN DOOR EQUAL i`I SIZES AS SI-IOW 961 GOWFN D!ZIVE, SUITE E DOOR GAF50NOALE, GO J1623 9. PROVIDE 30) 93'L(133L- FAX WWAO 0A4-5T }z � �- �2 �I cn �. r �^r- (303) 963-�335 .,�. IE� ,._.LEVA I IO; :, �, REc,:�.IIR�:. .. i •.�>J�. I DOUSL� gl-�OLD �I-MASS 1 aii r IE �.DER, �`=I^ S I RI�! T I V EF I . � ';F.' T ^Jr: lt'I ✓ � �I�.� I � i_ a -•l---II ! rG I! u -V HEATED WINTM L C1,L r� 'C I �--h._� F� rtt_L. } t--.. •� I ��. ,rA-A1T (T''!' . It,SIt 11 � o U) -r 0 D OU R, S C H Dt/ DOOR MARK SIZE (NOMINAL) — — DOOR TYPE DOOR FRAME FIRE RATG GLASS HARDWARE ( LATER) DETAILS ( SEE 107- 1 1 > �4Rb REMARKS S �4 H TH iTRAT F I 1V MAT I~ I N z CL 1 � HE AD JAMB THR 01 1 T, 2 Ca , 11 J O ,x n 3 55 WD STN WD STN O O Y a - GON R C T ! Oic 12 102 3'0n o' n', i- 3/4 n N6F TLE o 0 0 0 0 0 �I , T�� S 102) 4' 2 n If ' O n 3 n 55 O O NOTE 12 104 2101" 31�n Sf' O O 105 2'On 3' G" SIB' O O 10G 4-,on 5' 0.11 DD O O_ O EXT ;KEST2AIN7 5Al2 10 i 4'O'' DD O O O 1 1 1EXT. RESTRAIN l.A(z 10,5 4, 2 n 2- 1 /4 n i-!S 01 O O NOTE 12 1013 4127, 2-1/4n 01 O p NOTE 12 1 10 '2 G' f 1- 3/4 n F 1 tiR_ O' O O O O III 3'On O O O O O 112 3'0n 0..0 O 1 13 3,on I !6P T LE 0. O O O 010. TDL'S i 1 1 - HGp TLE O O O O O TD;�,S O O O 1 16 2' C n O O 1 1-7 you o 0 o O o 8' 2n 9' 0 n n 5a O O NOTE 12 1 19 4'21l (510n 55 O O 01 NOTE 12 120 4' ? n '51©n O O O NOTE i^ l� 4 d� O O O NOTE 12 1�__ 2 0n 3 6 n SF O O i23 0 O 124 O O 2O 1 1 n 3 0 6 1 n 1 ../ : n F WD _1 N. 5 I N. WDI T S. N 1 NR O O- O O Y �• T CO,GO2 II TI 202 3107 o'6" 1-3/4n F 0 O O O 203 3 n SP 1 I R- O O 10 204 6' O n 5' 4 n 3 n 25(� O NOT E 12, PLUS INT. =-100< LTG + I 205 �n 416n 3 n SB O NOTE 12, FLUS IN, 4i00K L ATE;-. 20e DEL E + EG 207 51011 6'(5 1 -3/vn 25F O � 2o Gn 6'6n 1 -3/4n F O O O 2U9 5'.On 6'(5n -3/f' SF O O �10 2147, G'�n 1-3/4n P O O 10 . EASEMENT WINDOWS 51- I sWlN61s AS SuoWN o! F A RAwl �s. PROVIDE SGREEI`is AT ALA OEASLE WIDOWS = FER MANUFACTURER'S S-ANDA;;ZDS_ 1 DOO1z TRIM DE I`AI' S To sMILAIR To w!`DOw T 1'' TRAGK-IARDWARE B _EATERNEGK oR EUA_ 13. FOR DOOR TTFES DO, 201 i-as, S5, SF SS, SLEETS 'N ASI-S003. ALLOT & Q TYPE DOORS TO SE ALDER W/ FLANK., FANEi_S SIMi _AR TO - OUSE. ,ate" ,n;asr» T `fi t li ? T ( r, dl �, { A 'L l P ''+.-: A. .L Rf $ .111. 1 ,I li f �° `tJ _ J AWN AWNING WINDOW G GA5EME'NT G/G _ DOUi3L E WINDOW G/F/G DOUBLE G45EME1-47 W/ FXE D GEN D DOUF LE 4-UN6 -� -IOL IOW GORE WOOD DOOR a" - ''OLI- OW META - X FIXED WINDOW `— LTR INFO LATER FNT FAINT _ �-- SGWD SOLID GORE WOOL 5TN STAIN 5D SIMULATED DIVIDED _ITE T D TRUE DIVIDED iLITE TLE TEMPERED INSULAT.ED OW-E GLANS -I `_ TEMP MFERED TRK !-!DWI TRAGK & TRAGK ARDWAP.= �? WD WOOD _ X EXIST►NG DOOM O WINDOW GRiC '/2T(�'�/T, 1 " ,1 r� 3 I AF <% RUv , . I ✓ ; ice SLR, `JEG +.�T i T V�.T r�; ` ",T Ih. VARIES J� (7,7 s GEAR R .^I TRIM 5D_ L; ! I L _L SEA—IAhT (T i2 R!M ED.TRIM I VERT . SARrI S i v I NC— - n 1 :J- r iNDOV" SILL I 1> I. 0. WINDOW T �� � WINDOW _ MART; QUAN . R.O. SIZE ( SEE NOTE 7) TYPE MANtTF . C' AT . t/ CxLAZ ' G DETAILS, ( SEE 5EL, c ) REMARKS W H HEAD JAMB - S I-EI _ A 2 17? 2' - 1 /2 n 4' 0¶ F I X 1-c�n I rlsu AIR 2 2 5 FM -_" i -`i UL'S. METAL GRILLES (50TN SIDES AT D-L[NE1 G ILi= -� JIM 3 TD; 15 - G NOT USr D 2 5141 .410 In G/G su 4 4 S i ,M 3 TDL'S, EGRESS WINDOW 4'.0 G 44 SIM 3 TDL'S +- DEL = I ED r 1 _21- 1/2n 310- 1/2n FIXo�ri� T LE t} S I IM 3 n, T>✓ L S } 1 51- n 3110- 1/12" G/G ua INSUL LO�J- E 4 T DL15 I DL'S J 3 2 C- 1/2r =r'On G 4 TDI 15 K h 2' - 1 / 3' 9 - 9/ 1 G 11 DN M y i N Al-v wn sal Es L I (�sU 2 2 S I M 1 TDL'S 1 GANG OF FOUR, . ONE 6/-1NG ;OF TWO, 'iNG. SCREENS, MAX U = 0.3(5 3' 9 - c 1 � n DN ^'Afzv I N A>-_ �o>J sal �s �l_�✓ u 2 ? ! M i TDL'S 1, �AN� W/ 1< WII ��OWc-5, INC. SCREENS, A U = O., �p 311'- III _later �'\-T , )L&f lR 17F�TAII 1: ,-d') 7 I ITATIE .. <. id — �— — — _ _ � i �. r � - - � - - _ _ _ � - :I .I