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HomeMy WebLinkAboutpitkin.eh.264515300020 (1999)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 # 99064 Parcel ID # 2645-153-00-020 Type of permit New X Repair( Addition to House ) Name of Owner Barbara. & Leonard Forman Street Address 0334 Monastery Cutoff Shield O Mesa Subdivision Property legal description Total square footage of the house 3,400 sq. ft. Size of lot 15 acres Water source Private Well # of bedrooms in house 4 # of offices, lofts &similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of offices, lofts &similar sized rooms in caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) FOUR. , ...:. Permit information Designed by Church & Associates Mailing Address 450-1 Wadsworth Boulevard, Wheat Ridge, CO 80033 Perc rate 48 mpi Profile hole depth 6 Depth th to groundwater or bedrock 5 ft claystone bedrock Septic tank capacity 1750 gallon minimum Absorption area 1940 sq ft minimum Comments Septic permit approved per compliance with the engineer design and specificationst p d 28/9and dand the revised design memo and revised Figure 3 dated 8/20/99. Any changes must be app by department design engineerrp for to them being made. Design is for a 2000 -gallon two-compartment concrete septic tank with a biotube-vault pump. There shall be 4 feet of imported sand filter material in the over -excavated zone below the gravelles chambers. There shall be seven total beds two units wide, and 9 units long for a total of 126 chambers. No reduction for use of infiltrators is taken due to poor soil conditions. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Permit approved by:_ Date: l Plans and specifications of the proposed tovidual sewagtheowner orrthel gentlsystem to perform work kbeen r indicated cated in acco da ce with the Pitkin eviewed and are satisfactory. Permission is hereby grantedthe date that the County ISDS Regulation in effect athe commenced or anThis expermit te siob has been approved in tin. by the Departure permit was issued unless system construction has As -built drawings must be included with this permit before the final approval will be issued. installer: _�� ! " 7 C3 t` ✓� CZ Date: Final inspection approval: I— ASPEN/PIT''IN ENVIRONMENTAL HEALTH DEPARTMENT APP!LICATK FOR INDIVIDUAL SEWAGE DISPOf SYSTEM 130 S. Galena St., Aspen Colorado 8161 -I Phone 970-920-5070/Fax 970-920-5039 Name of OWNER Owner's Mailing Address Business Phone: Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name Company Contact Mailing Address Business Phone : J�� Cell Phone : 7J7/q 0-An%z— Parcel ID # (available from assessor's at 920-5160 or at www.asrien.com/ass Street address of property Legal Description: Lot!' AC Fax : q&)7g05 .2-&� 5 -L= -L v v 0 a� ,Filing (� ,Subdivision Size of lot: 1� acres. Type of proposed structure. >w T, , Size of bldg. envelope Total square feet of house # of bedrooms in house # of offices, lofts & similar sized rooms in house WW1 1 -4A1r_vylN1 L I t Caretaker Lim ached( ) De eh' -6d # of bedrooms in caretaker unit Total area.)—of caretaker unit e. EZ # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ( �j Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well (jC ) 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 Envirormental 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. The owner assumes full responsibility in case of failure of the system. Signature of applicant Date r Received by �{h` Receipt # 3 9 5f Date 9'3W EZ CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS October 4, 1999 Smith and Smith Enterprises, Inc., ATTN: Smitty 312 D AABC Aspen, Colorado 81611 Subject: OWS Observation, Proposed Forman Residence 0334 Monastery Cut Off Pitkin County, Colorado Job No. 11429 Dear Smitty, RECEIVED OCT 1 8 1999 ASPEN / PITKIN ENVIRONMENTAL HEALTH As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on September 30, 1999. The system was designed under our Job No. 11429, dated July 28, 1999. The installation included one 2000 -gallon two-compartment tank with a pump in a biotube vault and 1953 square feet (SF) of infiltrative area in seven gravelless overexcavated beds with imported sand filter material. An as -built drawing is included as Figure 1. The components of the OWS were installed in conformance with the plans and specifications. If you have any questions concerning this project, or if we can be of further service, please call. Very truly yours, CHL Edw EOC/trp 2 copies sent copy to Aspen/Pitkin County Health Department copy to Aspen Earthmoving, ATTN: Richard P. Stevens PO Box 1090 Carbondale CO, 81623 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 I to ��MUl ........ .. x m 31 cu 22 Q m > 0 0 ,-,Or >-in ><— Z > z -1 -n 0 0m z a' n Lj] C m CU Cl =1 m (J) m o H mCl) u z X 0 (D 0 M Z m 0 U) :E m < > 0 M r r z M'. 0 z G) Ark ou > Zr m m :13 > T U) M m z O CD- 0 cu M x I I I -n G) c m m C) _L CA) -4 > z 0 oom 0 z U) cm z CD 0 00 69 o 0 m . 3 \ �.m m m m Aug ZO 99 04:OOp August 20, 1999 E ;HURCH 303'939321 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS Smith and Smith Enterprises, Inc., ATTN: Smitty 312 D AABC Aspen, Colorado S 1611 Subject: Revised OWS Design, Proposed Forman Residence 0334 Monastery Cut Off Road Pitkin County, Colorado Job No. 11429 P. Z Gentlemen: requested by Smitty, of Smith and tkin Smith Enterprises O fromNancynda ed J y 29 9g HP G otech As q Environmental Health Department, we have revised our OWS P erformed the subsurface investigation and percolation test on June 24, 1999, under Project No. 199 299. sand filter material. The Our original design indicated 2 feet ofnrevision eon to have 4 �pt of orted hambers, as indicated Figure 3. sand filter material in the over -excavated zone below the grave es Attached is a revised Figure 3. The original Figure 3 should be removed and replaced as to not confuse installers. All other recommendations should be followed. If there are any questions or if we can be of further service, please call. Sincerely, CHURCH & Edward O. Church, P.E. EOC/trp 3 copies sent fax copy to APEHD @ 97p-920-5074 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 DENVER 4501 Wadsworth Boulevard Wheat Fad- 303 463.9321 303.463.9317 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS July 28, 1999 Smith and Smith Enterprises, Inc., ATTN: Smitty 312 D AABC Aspen, Colorado 81611 Subject: OWS Design, Proposed Forman Residence 0334 Monastery Cut Off Road Pitkin County, Colorado Job No. 11429 Gentlemen: �_CF—�VF—D JUL 3 0 1999 As requested by Smitty, we have evaluated subsurface conditions and designed an onsite wastewater system (OWS) for the proposed residence at the lot. HP Geotech performed the subsurface investigation and percolation test on June 24, 1999, under Project No. 199 299. SITE CONDITIONS - The lot is located in a rural residential area in Pitkin County, Colorado. The proposed drain field area has a moderate slope of 15%. There is a sparse cover of shrub oak and grasses in the proposed field area. PROPOSED CONSTRUCTION - A four-bedroom residence with between 2000 and 6000 square feet (SF) is proposed at the location presented on Figure 1. The OWS was based on 4 bedrooms and 800 gallons per day (GPD) using Aspen/Pitkin Environmental Health Department (APEHD) loading of 100 gallons per day per person. The sewage loading with a peaking factor of 1.75 is 1400 GPD. This loading includes a dishwasher, garbage grinder, and washing machine. The residence will be served by an onsite well located 500+ feet from the proposed drain field. SUBSURFACE CONDITIONS — Three percolation holes were dug and tested by HP Geotech, 17 to 61 inches deep at the locations indicated on Figure 1. A test pit was excavated at the location indicated on Figure 1. Subsurface conditions consisted of 2.5 to 5 feet of stiff sandy clay with shale fragments underlain by fractured Mancos Shale bedrock. Percolation tests indicate percolation rates of 32 to 40 minutes per inch (MPI). We are designing the OWS on a percolation rate of 48 MPI. We believe this rate is applicable to the underlying bedrock. RECOMMENDATIONS - The OWS proposed includes: one septic tank with a pump in a biotube-vault seven chamber -bed drain fields at the locations presented on Figure 2. The OWS design is based on an average sewage load of 1400 GPD and a percolation rate of 48 MPI. We recommend installation of one 2000 -gallon two-compartment precast concrete septic tank with a biotube-vault pump in the second com- partment. We recommend the installation of seven overexcavated chamber -beds with imported sand -filter material, each with 2 rows of 9 chambers. A pump is required due to elevation differences and to distribute the effluent through the field, which increases the efficiency of the field. We recommend a total flow rate of 30.0 Gallons Per Minute (GPM) and a Total Dynamic Head of 25.4 feet. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358EVERGREEN 303.816.1455 303.463.9317 Fax: 303.463.9321 OWS Design Job No. 11429 Page 2 The surface of the drain fields should be re-established to approximate the natural slope and then be reseeded. We recommend 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 land- scaping or plastic can be installed over the fields, which will reduce performance of the fields. Movement over the drain field bed area during construction should be kept at a minimum to prevent compaction of the receiving soils. We recommend the bottom of the bed be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of dispersal gravel. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of, and assume responsibility for, continued maintenance of the system. In the absence of a monitoring program, we recommend the septic tank be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during the regular tank pumping. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Garbage disposal use should be minimized. The backwash of a water softener may be harmful to the 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 A contractor who is experienced in OWS installation should install the OWS design. Our investigation, layout, design and recommendations are based on data submitted. If subsurface 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. The county and our firm must be contacted upon completion of the OWS If there are any questions or if we can be of further service, please call. Sincerely, CHURCH & Edward O. Church,, 7. Z EOC/trp 3 copies sent 17 ACRES SCALE 0334 MONESTARY CUT %. 4-7 1"=200' PITKIN COUNTY, COLORADO TOPOGRAPHIC ONES PROVIDED BY SMFrH AND SMFrH ENTERPRISES INC. 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Hard DEH,(sd/ro cc-, Seedurf As ('hurch & .0 INC. Ward Seedorf : Tim Petz Glenwood Springs, (,'Olorada $1601 970-94.5-7988 970-945-8454 July 12, 1999 Smith & Smith Enterprises Attention- Robert Smith 312D Aspen Airport Business Center Job No. 199 299 Aspen, Colorado 81611 Subject: Percolation Test Results, Proposed Residence, 0334 Monastery Cut Off Road, Pitkin County, Co'lo'rado. Dear Mr. Smith: As requested, we. conducted percolation testing at the gul)ject site to evaluate the feasibility of an infiltration septic disposal System. The results of Our work are in with our agreement for presented in this report. The work was done accordance ' Smith & Smith Enterprises dated April 15, 1999. We attempted. professional services to to access the site on June 7 and June 22, 1999 but access was limited due to road construction activities. Three shallow backhoe pits were observed on June 23, 1999. The subsurface conditions encountered in the pits consisted of a thin topsoil layer overlying 214 to 5 feel. of stiff sandy clay with shale fraSM0ats. 'Claystone bedrock of Mancos Shale Formation was encountered in the pits at 2/2 feet in the profile pit, 3 feet deep in P-2 and 5 feet in P.3. There was no backhoe pit at the P- I location. No free water was Observed in the p4q. . r"AA, percol:ation testing was performed In hand dug holes (nominal 12 inch diameter by 12 to 18 inches deep) on June 24, 1999. P -I and P-3 were dug in the clay soils from the ground surface. The P-3 test hOIC* was located next to the pit location. P-2 was dug into the underlying shale bedrock. The test holes were soaked with water one day prior to testing. The percolation test results are presented on Table I. The test results indicate a percolation rate of 32 minutes pet inch for the clay subsoils and 48 minutes illch for the underlying shale bedrock. Due to the shallow bedrock, a civil engineer per stioul(i design the septic system. A mounded systein may be needed. If you have any questions or require further assistance, please call our offlce- .44 V.40"' - Sincerely. IIEPNVORTH-P Daniel E. Hard DEH,(sd/ro cc-, Seedurf As ('hurch & .0 INC. Ward Seedorf : Tim Petz HepworthPawlak Geotech TEL:970-945-8454 Jul 12 99 12:34 No. 01look kily ; ji, APPROXIMATE SCALE 00, IN I IN - It P-3KY-2 BUILDING ENVELOPE p'1�NO. I PROF1 ROAD EASEMENT PROPERTY N, DOUNDARIES V EXISTING ROAD K, HEPWORTH PAWL�AK LOCATION OF PERCOLATION TEST HOLES F 9. INC. GEOTECHNICAL, INC. r HepworthPawlak Geotech 1Et_:9(U-945-8454 Jul iz yy 110.010 1. r HEPWORTH-PAWLAK GEOTECHNICAL, INC. ' TABLE 1 Clem,, PERCOLATION TEST RESULTS JOBNO. 198.2.� HOLE NO. HOLE DEPTH LENGTH 4F WATER DEPTH WATER DEPTH AT END OF DROP IN WATER AVt�iAflky'i'"' PERCOLA�1; (INCHESI INTERVAL AT START OF 11yT@RVAL INTERVAL LEVEL R11Y '°!•` tNIIN! (INCHES) (INCHES) (INCHESI (MINT 20 13 11 314 1 114 p•1 17 11 314 11 314 11 10 112 112 •: kr w 10 112 9 314 314 9 314 9 114 112 .•�`•�', 9114 8112 314 32; r*.. 4 2 112 10ya. 1 1 /2 ,. P-2 $1 Water added 4114 2 112 1 314 water added 4 112 2 112 water added '.3 314 2 112 1 114 water added 4 3 3 23/4 114 2 314 2 112 114 ,•< :": 1 /2 2 114 1/4 j12 22 20 114 11 114 11 114 10112 314 r' 10 112 10 1 /2 10 9114 314 91/4 81/2 314 ' 81/2 8 112. ' ~ was Performed on June 24, 1999. The average percolation rates ware based Mote. Percolation tasting P 1 P-3 were run in the clay subsoils. P 7. was run in the on the last two reeidings of each teat. and underlying shale bodrock, + • i414 0': spen / Pitkin Environmental Health Depa nt Contact Log Sheet uAff* 4w NEW - ��i' d HepworthPawlak Geotech TEI'970-945-8454 146r5A rr, CSU Jun 2- 99 15:26 No.028 P.02 ro4s-TWI Cv�t`a� y,,,�M,- Al)�� OP .4 C44 --790F5 �A*KV5 , ZI -�f,-Q AVA-1 P -- -To "Y 9 HepworthPawlak Geotech TE_1=970-945-8454 Jun 9 15�:25,No.028 P.01 r Al��"/u/I f w - C Far U -T t , � � �� a KA ►JCC t� T�� �IA feP) CAhVe no� �T tSksv C -e -e, r - -- �������`� >�vf�'r.'�>�-�i �t�l�l'rlar-� � ��>�c��.fa-i'�u.�j.�,-�-�_-.:�?' r'►� �ref�1 ue- PIT— e7 f'- � '- �""��-�. •-.. .,. _ .- -_... -err f,3) Q 00 PA ,� � Etc � �.�� c� �:=,�� '�•r'� ;��.:� -&y,-;r ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # .......................... . ................................ House Size (sq. ft.) 0? (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main HouseI 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 800 State Review Required? no Perc Rate` (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1400 Absorptior Area (A= Q/5 X SQRT) A = 1940 sq. ft. of absorption area required 125 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, 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 = sq.ft. with reduction infiltrator units with reduction Type of system: OAbsorption trenches []Absorption bed [x] Gravelless chambers []Dry well []Seepage Pit []Other Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 FINAL INSPECTION BY: DATE: Engineer's Submittal for Septic Permit in Pitkin County J U i 3 0 19y9 L EKJ' RPi?I FS I.NL Owner's Last Name: FORMAN Location: 0334 MONESTARY CUT OFF Summary of information regarding new septic system: Type of system being proposed: SEPTIC TANK AND GRAVELLESS CHAMBERS WITH IMPORTED SAND FILTER MATERIAL Other treatment processes being used: NONE Does the system use any mechanical parts? (Prohibited unless there is no alternative)YES If ves, explain why there are no alternatives A PUMP IS REQUIRED DUE TO ELEVATION DIFFERENCE FROM SEPTIC TANKS TO DRAIN FIELDS Does the system require any maintenance other than routine pumping? YES If ves, who will do the maintenance? CLEAN FILTER WHEN SEPTIC TANK IS PUMPED Are any reductions being proposed? NO If ves, what makes the lot and soil conditions optimal? Which of the following are on the site or within setbacks? Closest distance of septic system to each feature [] 100 year floodplain NLA well(s) >132 FEET [] irrigation ditches 0 streams NLA [] ponds NLA (] other features What was the profile hole depth? 2_5' What is the depth to groundwater? N/A What is the depth to bedrock? NA What assumptions, if anv, were made in system sizing and design? (Include any local, site- specific data, such as months without snow cover, ratio of evaporation to absorption, etc. that are relevant) If there are any variations from normal design, please explain how they can be demonstrated to improve treatment and protect water quality. NONE ASPEN/PITKiiv ENVIRONMENTAL HEALTH DEPARTME.4 f ISDS DESIGN REQUIREMENTS -DEPARTMENT USE ONLY Name forman House Size 4,300 (75 gpd, 100 gpd, or 130 gpd) 100 #of Bedrooms, Similar Rooms accessible to baths in Main Residence 4 # 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 600 # bedrooms X 2 people/br X 75 State Review Required? no Perc Rate 48 (T) 3 equals # of Perc Holes Required Design Flo w (Q) = ff bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Minimum tank capacity 1750 gallons Absorption Area (A= Q/5 X SQRT) A = 19,40 sq. ft. of absorption area required 125 infiltrator units without reduction % A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 1358 sq.ft. with reduction 88 infiltrator units with reduction AREA NEEDED FOR STANDARD ABSORPTION TRENCHES 647 1940 Total sq ft /3 =lineal ft of trench needed 11 647 lineal ft/assumed trench length of 60ft = # of 60ft trenches needed 10 # trenches minus 1 = rows of 6ft wide undisturbed soil between trenches 33 11 times 3 = total width of of 60" long field needed for just the trenches 60 10 times 6' = total width of 60' long field needed just for undisturbed soil 93 width of trench +width of undisturbed soil = total width needed 93 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 48 SLOWER PERCOLATING SOILS WOULD REQUIRE MORE AREA. SETBACK FROM WELL SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 132 # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Remember: 8 feet cf 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 EXHIBIT A A parcel of land situated in the N1/2 SWI/4 of Section 15 Township 9 4 South, Range 86 West of the 6th Principal Meridian, County of Pitkin, State of Colorado lying Northerly of the Southerly line of said N1/2 SW1/4 and Southerly of the centerline of a 60 -foot road easement, said parcel of land being described as follows: Commencing at the Southwest corner of said Section 15; thence N27° 08'28"E, 1479.44 feet to the Point of beginning; thence N0002612011E, 234.43 feet; thence N66°45158"W, 64.89 feet; thence N05045100"E, 190.00 feet; thence N21052139"E, 51.79 feet; thence 888005146"E, 94.59 feet; thence N01046149"E, 463.23 feet; thence S89000'00"E, 73.71 feet; thence S74036130"E, 40.00 feet; thence N15023130"E, 40.00 feet to a point in,the 60 -foot road easement; thence along said centerline, S68°21'44"F,, 33.00 thence along said centerline, S36054154"E, 49.81 thence along said centerline, S5500812311E, 31.00 thence along said centerline, N89001137"E, 33.00 thence along said centerline, N69059'54"E, 64.69 thence along said centerline, S8305214411E, 43.27 thence along said centerline, S3705115111E, 42.61 thence along said centerline, S18043131"E, 282.3, thence along said Centerline, S32007120"E, 27.00 thence along said centerline, N89007101"E, 69.08 thence along said centerline, N50005122"E, 106.51 thence S2605211711E, 551.48 feet to a point on thi right-of-way line of a 60 -foot easement; thence along said right-of-way line, S46026'52"W thence along said right-of-way line, S17048'47"E thence along said right-of-way line, S60°5412611E South line of said N1/2 SW1/4; thence along said South line,, N89040123":^1, 968. of Beginning.. COUNTY OF PITKIN, STATE OF COLORADO. centerline of said feet; feet; feet; feet; feet; feet; feet; feet; feet; feet; feet; Northerly 94.26 feet; 111.05 feet; 42.03 feet to the 78 feet to the Point f5W*4,, ENTERPRISES, INC. 312 D AABC a Asper, Coloreds 81611 USA Phone (970) 920.7890 • Pax (570) 920.7905 ASPEN/PITKIN ,JNVIRONMENTAL HEALTH DEPARTMENT SEPTIC SYSTEM APPLICATION CHECKLIST NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE INFORMATION BELOW IS INCLUDED. The soils test and system design must be done by a Registered Professional Engineer. You should plan to meet with the RPE at your site to discuss where the soils tests should be done to meet all of the County regulations and where you want to put your house. The RPE will be your contact for issues you want to discuss about your system's size and location. The RPE should check each box to indicate the following have been submitted before the application can be accepted. Completed application form Site map showing locations of, or stating that the following do not exist: all existing and proposed wells within setback distances (including on surrounding properties), contour intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than 15%, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain. tiles, irrigation ditches, lakes, ponds, water courses, streams, floodplains, floodways, dry gulches, or existing septic systems. This must include all such features on neighboring properties within setbacks. If the above conditions don't exist, please indicate on the site map that these conditions don't exist. Complete building floor plans. Floor plans should be 11x17. Proof of adequate water supply: for private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply, and test showing good quality; for community systems, proof there is adequate water for all houses served by the system; for other systems, proof of adequate quality- and number of gallons/minute. Env. Health has been called to look at profile 101 �(JfJG'Z?`l—N�-Y Percolation tE!sts must have a minimum of 3 ppeerc holes and one in every 1200 sq. ft. of field. Please include a map showing where the pert holes were done and indicate the total square footage of absorption field. Permit fee 2� 3:� Copy of county approval (1041 approval, subdivision approval, etc.) Check if your septic system is within the building envelope and no part of the system is mere than 30" above grade. If both of these conditions are not met, you must obtain written approval from Community Development before sui; nittingf this appiication. CG,tt� i t/ -p" F)()M `t'D g:\eh\isds\isdschck I- a�� JUL-30-1533 11:26 =Ul-LWH PUS. =- me- P.O. SOX 297 WAT04 SYSTEMS GLEKwOo'J SPRINGS ;,;.;.:5, SERVICE 6 WSTKLATION cmomwmu Leser Forman c/o k� do Peal Estate 205 E:- Mill St. AspcZ,, Co. 81611 P.02 _fVVI-�trA,_, May 6. 1',97 Attr. ,reg Baiter OnLApj^il 17, 1997 a well test was conducted on a well on the .;unei Property on Sheild-O-Kasa. The following informatics was O:Dzainlad; Well Depth--------------------------- 200'-0" 6 -"(Steel) I Casing size (toP)-------- - 63'-8" Standing water level------------- -----------147'-8•� Drawdown to---------'-' ---- -17 gpm Production is------------- i i This test was conducted with a 1 112 Hp. calllme Rauners=+je i Model ISE., If you have any queSLicr.3 p SamuQlson at 945-6309. Sincerely,; Raun Samuelson ENTERPRISES, INC. 312 D AABC • Aspen, Colorado 81611 USA Phone (970) 920.7890 • Fax (970) 920-790` JUL-30-1S5_ 11:25 xe h IA1tZ) _E GILMAN= CO. 533 E. EEFKZNS #102 ASPM, CO 61611 lu4W ALJ. NCIH[ AT tf nEPREWArt, mat iT E, Vr �m arAZ` B �i}i�'i H LM'f4� of tar _ County of 9= _ and stats of talarado, parties of ens first part, to coneldenttien of fon Dollars and o8w r feed and vet Uebl• eonsloerarien *rssee Dolls• m thetr hada Paid, at at before the O*e&Ltrts at delirerr of masa pr,ments by V,hw m Tt. v4mw ATZ) T_917c4n PC OUN partiea M the smac rd part, the mewl Pt whereof is hareerr acsnwt , , hate imrysined and sOLC, sad by these presents ra darn" Nrant was carr/ unto the said parties of the ae=on= pars, their executors, sdainistrrtors and stsigry Orr, of the foiLmiOa items Currently atatod in the CCMreot. (i,:�I0it1 Tmv purdms price irrtkjM the toLLamiro item Lai If attached to the Property on me date of the contract: il;ntilla, hmtinq, phare, vantllatirg and air coniltioniha fixture&, T.V. Amenam, water softerers, avohe/firelburglar, alen,l, oeeurity devieas, inside telaphoto airing and correcting b(ocWlacu, ptnmt, mirrors, floor co erirds, Intenaa arston. butts -in th=irst apptiarces, tKirkler &"stew and controls, iowiivin melees sysrm (Including scomeories) and worado soar Openers including 0 rawta controls; (a) if an the Prepare, ,rather Ottsrrlhed or not an the detc of the aeritractt steno wirdsmas, etdrm aeons, wirdw and prndt aurora, &.Mites, bliraha, scream, cwrealn raft, dropery ryas, fireplace Inserts, fireplace scree m, firep(me grates, hating atwes, storage ahem, all kow ad (c): i I (o) water RiShim. Purchase price to include the follatirg water rignts: :Ktltlmwr is r mtTrur arm uc„ Lrrsren ON TK A0J#L1_C•.7 ":,zjF=__ I i I _ (aj arming Crops. Lith respect to tna gradin* ereps soLLor aro your :art ma folloua: i 3 I The atone-des=ritad Item linoluatorta) are TO he reneged to Purchaser W aeLlar urn and clear of ■ll teres, liars and i I ejQ,*r7sice,, eAmeM as prwideo In section 12 of ro.r edemas_ The fatLneing attached fixtures ars *=Ladd from this i Lo=0eed at Ya(ZM LAND To have sod to hold the saw unm the said parties of the serond dart, their oxecutorv, maisinirtrators arts ammipr fsru%v- i I Ara see said Parties of tee first part dies), for eheaeelees, their heirs, oLmdos and,0aeintstrators, cvewwm aro r I sane to and wltfi the ale pr=ies of the srcatai save, their aaacutors, adatMmtrotors mrd asai>:nc, to waICUrT a)O DETilo 1 Itis Yl• of said property, goods std thattall, herssr 9 d Leto Me Yid pander of the veered part, their axaortt . mninittrstors and assigns, against all aro weary person or parsons wImmlleever. The slnawlar =hall include the plureL, E cc.., pLt,rsl to singular, and too use of sty wader OMIT be AMOCRIAO to sit gym. ;i nil T&IESS UMUCIf, The sold parties of the first Part hereunto ser their hales Arid seat on teen wy of i �z�a 1s. 1997 tionad, sealed 3rd Doti—rod in Presence of W71617.371617 0371617 ivrm 0o. RILL.VL (voesme Lerei/fafe ad Ramh III[ of $ale 11/In) P.01 Y -P 11:24 ....... ....... . . . . . . . . . . . . y. :5 m - \ IL % IL Ilk. Nw- N, TOTAL P.07 arr�ui JUL-30-1553 11:23 J P.176 Agreelnernt may be executcu simultaneously an Or in an erparts :)y the pdrt_ies- Each sucl; counterpart shall be deemed an original ;gut 'when taken .together shall constitute one and the 1 same clocumeh 4. I; IN WITNESS WIIErcuor, the parries hereto Have set their ; t ..:L�3,4jor5�e���r�e1Qn the date and year first above written. r I CN 7AArc PUOLIC, Stote of Now York STATE OF NEW YORK .`•. No. 4511477 1' • , I Ql- '•. L. i.I. to Westd—lser evuntr COUI4TY OF NEW YORK In dowr Tmk County p. tct rpini Mon EAplres Nerch 30, lam' •'-' 'b `ribec3 aYYd sworn to before me ' clay of March, 1978. • ,'�l}a. s �� — � n n Martin J . Fia14 , I�Io�iyry ,Public Su :�,sbr bed ana sworn to before. ine this c ay of . March, 197B NciLaxy Public Su:�sjcribed a"d sworn to before me day of March, 1978. No'�ary public Sub ;cr bed and sworn t:o before me 4t' - I day of March, 1978. . • a t1 Y s � ani .,,:. _, _..- �' F Sub cry-��•a d sworiz to before me day of M }�; 1978. 'p• �� bl�.c ' - 4 - Robert J.'Schuster 111cYlara=Elghavuner Ralph C. Ashley Thomas S . G11b JUL-30-1953 11:23 I I ' • Y 1 i i AD.JUDICATTON OF WDLL P.05 Ashley and Elghammer ragfeo that as soon as. is practically possible they sliall file a sEatement of beneficial use regardi_rrcl said well and take all necessuy steps, pursuant to the applicable statu,�es and regulations of t -he SL -ale of Colorado, to have said well-djudicated in the names of Fiala, Schuster and Gilbert, each ;laving a one-third (1/3) interest- in said well. The legal costs and other expenses of said adjudication sliall be borne equa;_-y by Fiala, Schuster arc: G:iibert. IV. MISCELLANEOUS Fiala and Schuster acknowledge that ri.lbert intends to coi.strucL a 1,600 square moot single family dwelling plus a garage on the one acre easement tract attached hereto as Exhibit "A" and incorporated hereili, and agree that elle case- mentiyhLs granted herein shall ue exercised only in such a manncr as to riot interfere WiLll the c01istruct-i.011 of sz.icl House -I? ... I..i •i )):A. 11. 1w.. . ... i V,.. 1 1 . . &. . V1.1. by Gilbert./1 In a0dition, Fiala and Scliuster's easement right:, herein, including tl►e right of ingress and egress for extension e water system and power :end phone of water lines, repair of tal�. line extensio Is slIall at all Limes be exercised in such 1 u1a1111er as to cause the least damage and inconvenience to Gilbert and � T ` to ti.e land owned by Gilbert burdened by this easement. It shall j rt, extending water, phone or i t• be the responsibili ty of each Pa y i power lines to his respectivc residences to restore- Llie land to its original condition after excavation. It is understood that this agreement sliall :)e binding upon the parties hereto and upon any and all of t1%eiv heirs, executors, pcarsonal_ representatives incl assigns, who 511all hereafLarr acgtlire title to L•lie w!Uii.n granted naselnent- JUL-30-IS-36 11:22 P. 04 10 Schuster the richt to `ur LncJ elcct.rical phone sera ices across the 57 acre LracL- owned by Gilbert and L•e.-minatiiig in the one acre casement &escrlbed on Exhibit "A" u:.tached 11cret-o and incorporates ;,arein. MAINTENANCE .fif2D rXPI"NSE SIIAIIING The parties agree to share equally the water from said well for their respective single family residences. IL is agreed that Fiala, Schuster, Ashley and Clgha;amer shall install, at their expense, a pump adequate {_o handle Che ,lomesLic needs of the parties no later than .`uly 1, 1970. ' SubsequenL• to Lhe lostallation of the wel.7 pump 'C1 -le costs -of maintenance, cohstruct:ion of necessary holding tank facilities and other necessary improvements for the eater system and repair of t;ie well and power and phone i line installations shall be shared equally between Fiala, Schuster and Gilbert PROVIDED, I10[VGVLQ, that CZACI,: c3L' Lhe foregoing parties shall ;::e responsible for the e:cZ�ension of all water lines, phone and power lines from tha well siLo and easement area to their re5puctive residences.. With regard to actual power necessary to operate the 4ir11 pump, this cost shall be shared equally by those parties who ;;ave extended water lines from the well to their residences. j j el -.t such time as each par Ly extends leis water line from the ' well. to his residence he si all assume his pro -rata share. o� e.lecLrical expense necessary to operate said well. Any charge or assessment shall he due and payable wiLhIn tlli.rty (30) clays from the receipt- of stateme»L- from any party Lo this agreement, his heirs, executors and lssiy�if.. e —2— JUL-30-199a 11 22/ P.03 !,-aoK3d;3 mt 206 W ATE It WELL. 71171) UTILITIES AGRL''L•'t•I17- UT ev� THIS AGREEMENT entered into t1iis a-2 c1 Fay of Ma::ch, 1978 between tlartlr, �. r1ala, Robert, -J. Schuster, R. C. Ashley and R. Elghar,.y►-ter and Thomas S. Gilbert, WITNESSETH: WHEREAS, Ralph C. Ashley, Richard Elghanuner and Martin rialz and Robert J_ Schuster have drilled a water well on the real property described on Exhibit "A" at -tacked Hereto and incorporated herein] and WHEREAS, Ralph C. Ashley and Richard Elgha►nmer have sod, conveyed and -assignees all of their'riylits to said real property to Thomas S. Glbert, and,' wimnEAs Gilbert, rialu and S.chus.ter are desirous of fug L -her defining the rights, obligations and clut:ies regarding the completion operation and maintenance of said wall and do."estic water system pursuant to the previous agx -iemeiiLs ma": e- between the parties; ' NOW,-- TJ1ERErORG, in consideration of the rnutua i promises made 1-lerein and other good and valuable consideration the par pies. hereto agree. as follows: GRANT Or EASEMENT ; Gilbert h-reby quit-eiainis- and conveys to Fiala -and SclaisLer a perpetual. non-exclusive e,aseinenL• .arIid right -of way over and -across the following.described real, piaperty: See Exhibit "A" attached hereto'•and incorporated herean. T h a purposes of said easewdiit. shall be -lilniL-ed to Lhe right to excavate for, install, replace and maintaln and use all nec.:.:ssary equipment pment and appurL-er►aricas for the operation oi: the existing well and -of a mutual domestic water sysLew for residenLial use. GlIbert. further grants T'ialea and P.02 JUL-30-155,D 1121 7. Ar.,ount of wafer claimedin gallons per minute of timet 15 A. Portion absolute: is gPrn 6. Portion conditional: gprn 0. Uwe or proposed use of water: Domestic and Livestock 9. 1"Umber of well as registered in State Engineer's Office or, if a new well, attach copy of the permit or order of denial: Permit No. 65829 10. In case of an irrigation priority, the number of acres being :irrigated: -0- the nurnber of acres historically irrigated: -0- ; and t;ze number of acres proposed to be I1. iri igat_ed -0- by the 6cci�ee sought. Remarks: T� 5 ynatu - of�I�pplica11t 4�r attorn .f applicable.. Name, address 6 telephone number of attorney for Applicr:stt: OA'i'_:S, IIUCHES _& KNI;ZEVZCII, P.C. 600 E. 11o2kins Ave. , V700 Aspen, CO. 81611 (303) 920--1700 STATE GF COLORADO ) S5. COUNTY OF PITKIN ) 4/3 7 ter'/3.��r;_c�. �_ being first' duly sworn, c.:>on oath, do -poses and says that (s) he has read the for(. -(application, knows tthe contents thereof, .arid that the sasn[ are true. a• ; � �>r � Subscribed a d sworn to before me this day of AS;• cattur,ission expires:_ NO'!'!�liX YU13LT�C Addre�s P.01 JUL-30-1550 11 20 iv-, 0uadru1->1icz1te' WATF-4 J -*OR -5 B IN rjlE DISTRICT COU11T IN AND FOR WATER DIVISION NO. 5 STATE Or COLORADO Case IN MIATTER Or THE APPLICATION FOR) � APPLICATION FOR WATER 4JA'L'l R I:1 GI1'i';; OF ) RIGHT ]zOI3i:Rr :, SCIIUSTER, ) ---__-_-- ) (Ulydez-ground or t.Fell) MARTIN -2. FIAL.ALa�d '1"IIOMAS y GIL,BERT. IN -- p-prKIN COU14111X. ) of Applicant- ( # I) ?20IIERT J . SC[[USTETi 1 1•i�u,e (M2) MAIlT_IN J. FIALA, end (#3) T1 10 S. �II.BERT of Applicant- (p i) 1 120 Sunset P1. Dri��e 1,�dress I #2) `-377 N- Com o Roa<3 We`,rPort, Ilol�:ywooc3, CA_ 90069; ( - York, NY 10021 068800= (q31 A04 F.. E?ftlz New - 11 Applicant: (H1} 213-627-352" rcieplrone Iso, of Api�l 1 2) 203-z26-76761 J, f•`V L (� (#3) 212-794-2719- �1 I ll t No. 65829 t�uinber of well, 1-f any . Perr 1 S 2. Isa.ne o r _ . 'L 1egal descr.i Ption of locatio.� of well: 3. ` Awell located within t1lu NE of the SW li of' Section we ll of the 6th 15, hip 9 South, Range 86 West fl'oPrincipal Pitkin County, Colorado, being at ►leridian, feWestroln outh Sectio:r line and le sli 11500 1sLilcu 1 5000 Se _ section 7"Urr £eetf we],l is located in the watershed of s q, ;'hi.s itiver. ___ Theltoa rim Fork - . 5. Depth of well: 200 feet [)a Lo of initiation of tlio aL'P1oPriationz G/25/7� 6. A. first applied to beneficial use: B . Iia to water .014 r o lA n t: i o n w a a i l l i t i n l: c► tl � _.._---.---------. 11 ow a p p p n11(i Liven_t:or .................. ERROR REPORT .................................. (JUL 30 '98 07 : 59AM) ................. ................................................................... CALL GUSTAFSON ARCHITECTS PC _............................................................................................................................................................................... (AUTO) .................... DATE START REMOTE TERMINAL TIME RE- MODE TOTAL PERSONAL LABEL FILE TIME IDENTIFICATION SULTS PAGES NO. JUL 30 07:52AM 07'07" E ES 06 091 ................................................................................................................................................................................................................... PAGE(S) NOT RECZIVED ERROR CODE(S) P.06 6-01 ................................................................................................................................................................................................................... E)ECM >)REDUCTION S)STANDARD @)FORWARDING M)MEMORY C)CONFIDENTIAL # BATCH D)DETAIL $)TRANSFER F)FINE P)POLLING JUL-3G—lSSo 11 16 t -r e-ijNSTALLATION REPOfIT tp Make .,area by - !/i LLL_ 1 -IP_ ,Ip Seria{ No_, — or Serial No: Jf.1s. ;P Intake Depth darks'. L TEST O TA WlTti PERMANENT PUMP T is \Nater Level Prior to Test Jth of Tc a �_-_ _ Hours ained yield (Mcicre(;Y_-? L. -_—_ ,GPM ping Water Level .arks —_-.... - ---- ----- — W �'� � ,•jam �� i .11 WATER J J 41 W TAt]t_E ? } ;;-W i L i Crf LIE CL ,i COME OF DEPnESS.,011 CONTfR CTORS STATEMENT' The un wsid,te(1, being (July sworn tipon oath, deposes and says that he is the contractor of the weil or PLI1111) it stalpatiorr (fcscrUJecl I-WICUrl; that he has react the 5taternent made hereon; knows the content thereof, and that the sante is true of his own knowledge. r License No. sit to ol! Culurado, County of Su )scribed and sworn to belore nie this clay of M Cornrtrissioll i,`Itit:_a: ' �_ '�r-•1 (rC I F _Lt i 19 - Notary 9Notary P\rhtic _ ��.\ L1 -� iJ�`�� «� l�:i��\• �(�21�- TOTAL P.06 W �• r4 ` t, CL W 0 C1 r- - h F+ 2 W �'� � ,•jam �� i .11 WATER J J 41 W TAt]t_E ? } ;;-W i L i Crf LIE CL ,i COME OF DEPnESS.,011 CONTfR CTORS STATEMENT' The un wsid,te(1, being (July sworn tipon oath, deposes and says that he is the contractor of the weil or PLI1111) it stalpatiorr (fcscrUJecl I-WICUrl; that he has react the 5taternent made hereon; knows the content thereof, and that the sante is true of his own knowledge. r License No. sit to ol! Culurado, County of Su )scribed and sworn to belore nie this clay of M Cornrtrissioll i,`Itit:_a: ' �_ '�r-•1 (rC I F _Lt i 19 - Notary 9Notary P\rhtic _ ��.\ L1 -� iJ�`�� «� l�:i��\• �(�21�- TOTAL P.06 JUL-30-155E 11:2-0 FIL._ 7` -►SI::IC1 CUll:�l V;1,TL1c1.it.5 IN THE DISTRICT COURT IN AND LL FOR WATER DIVISION 1,10- 5 IJIAi11F= T/�t At '�5' C i1Y. STATE OF COLOIRADO Application No. 83CW124 INI T11Z OF 1'11B APPLICATION r 0NATER RIGHTS OF ROBERT J. SC tU$T _R I MARTIN J. FIAI.A AND T31 113AS S. G-ILBE• RT IN 'THE'ROARING FORK RIVER OR ITS TRIFi-U'rARZL• S TR BU,TARY INVOLVED: UNNAMED BU,TARY Or CAPITOI, CREEK IN � PI'rXZN COUNTY RULING Oi REFEREE The aL--ve,.et-it_.iLled application was filed on May 20, 19133, and wa referrer', to the widersigned. as t•.atcr Referee for Water Division No. S, State of Colorado, by the :water,. Judge of said Court on t-hc C7 h clay of .7wie, 1993, in accordance with Article 92 of Ch�ipter 37, Co orado Revised Statu L -es 1973, known as The Water Right Det.ermij)ati On an AdminisLrat.ion Act of 1969. And t.`1` undersigned Referee havijycmade such investicja _ions a ; ar necessary to determiiie whether or z,oL the statements in Lhe ap lication are true and having becornc fully advised w±Lh rec;IjecL to subject mia tier of the application does hereby snake the callow jig ciet: rmination'and ruling as the Referee in this matter, Lo -i -it: 1. Tl-eo statements in the applicatiori are true. 2. T1h! name Of Lie structure is achu,-ter Well - I. '1'hc- names of the claimants and address: llaberL J, Schuster;, P.ariri J_ Fiala,avid Thomas S_ Gilbert; c/o Oates, Hughes- aril Y,nG evich; G00 ILasL 11opkins, No_ 20.0; Aspezr, Colorado - 1 4. The source of Lire water is a well )paving a depLh c:�f- 200 fec-L, ajtd being Lribul-ary to arti unnamed tribuLa y 'of CapiLol Creet: , tributary to Srrolnnass Creek, tributary to the Roaring Fork a Iver. 5. 1'1 -ie wE?ll is located ill the NE!sSla!; of Section 151 11, 9 S., R. 86 19_ of the 6th P.M. at a point 1,500 feet North of the 7ouLh lind acid 1,700 feet- Fast of the West 1 i_ne of said SecLiorr 11� . 6'. The use of the water is domestic and livestoch water. 7. The date of i.riitiation of apl;rohriation clamed by Lhe 1pPicanL is June 25, 1378. Q'.. 'm r- anrnount of water claimed is 0.033 cubic IooL of water ner second of time, absolute. 9. Pcrinit_ No. 65829 was issues] by Lhe Office of the St.ite Engineer on October 25, 1972. 10.. The well was completed and the eater first- divrrLe( avis] ,plied to Uenelficial use on June 25, 1978. The Referee does Lherefore conclude that Lhe aLlove enti..led. crpp icaL-ion should be granted and 0.033 cubic toot- of water 1 iar SQC 11CI ot- Li.tue is 1lereby aw arded to SchusLer Well fur (1C)111c.:1: .c Rile JUL-30-1958 11:12 P.02 L. � e,r ': :{•tit t'?•'.1 ;.' .,..'•~�•'.. '' . livestock water uses, with appropriation date' of the 25th day of. .Gune; 1970, , absoluLely and unconditiot,ally. +•` The abovedescribed underground water right ineets t',e criL'eria an' exempt'. domestic well pursuant to C.R.S.. 1973, j7-92-602 (1) (b) , so; long las it is ,used £or the purposes set forth he -rein, and by statute: - `�;;�„ ';rv.:ThL.well is hereby awarded 3:ts ori.yinal priority da.e of the •: '25tih:day'of June, .1978, in accordance w.i t_li C.R.S 1973, 37-92-602(4). t .is,accordinyly URhL'1tED that thi ru.Lj.ug s:liall he filed wiLli 6c'0Ate ;.-C1erki'' subject. L -.o Judicial ruv.ic_w. b �';�.`:tiiei,'ORDBRED that a coijo, of 1.11i s 1'1.1.1. �.,, : r. 1 _hall h, f i .t ud f� �jw'/'ti►h:v.1:�ppropri'atC Division' Inyiilacr :,t,cl t.ltc �L.,t.c� la,cl.i.,,c�or. ta��y„•, r � _ Orr:' f at' 'r ::. - •. ;� Q11E .at,• C:hC City of r;lenwc�c>r.l Sl,rit,tl!:, (_o.l,coradu, LhI.Fi day. ot", / IJG_t15� - ---- --' 1.9 ,143.. 1- 13Y TBE It�l'I:LtLI' . No protest was filed In illi-, maller. The fore©olno rullnc3 Is cor,liF►necl -- re. e and apptovod, and 13 ►nada the ' �r Iii .i ::ion too. 5 Judgmant And Decrc�o �f Ihfs cou►t ,- Dated:.y.,F=IEZIUD '�''Mate of Calorac3o E ' - ',.., . 'f, :• t • `' r lei., ..; .. •;' '.. 1 f.l• :.r -,'�.,; '• : ", '- ' •'t." t ICI, rr '�/� ..- C�! � 1 � •1•'[./'•,,rl'.., _ .. LH"":.i•.yblri .]N'=''�'- i"...,�..?_ .__L...'. -moi. ;TL'.L. :i: ..... ._ _ � _li.: �.I�..�e•�„-,1-.,.--Y.�.y�•._-1.�-..;�.•�. .. - 1.•.T—_ ... ..-_ _ _ _. .�.. ..... --rr-..Call•.-�...r•r'•'•' �,t1_ _.... ...:.�lt ��._-_�,,.- -.__. ____--__..._-. -. _. ... .. •_ - 0. The nmout,L of wziter claia,ed is 0.033 'c bic foe, of ki1Ler _)e,r stedond of time, absolute. 9- Perini No. 65029 s issued by the Office L l:'le StAte %t�gineer on October 25, 1972. 10. '\ �,rell w.1s co and the water Lust div^rLec] nt,d applied to be eficial use on Jxl,,- 25, 197F3_ The Refere Joos therefore co elude that the above enL tlec] ni?hl i.cn t.iott ohou ,S;ll be grail Led �►n(1 0. 33 cubic fool of w;i l;or lieu secol,d o:' Lime is 7iernby awarded Lo Sc�_I %)-ter Well for r1rmicsLie nnrl JUL-30-1998 11 7.3 COLORADO DIVISION OF vVATER RESOURCES _jf M MUS 13E SUBMITTED 101 Columbine Oldg., 11145 Sherman St. _ OF (COMPLETION Denver, C01OFaUO 80203 oo DAY m WORK ESCRICEDtIEIAE- WELL COMPLETION AND PUMINSTALLATION R[POR7 -PE OR P tNTpN BLACK PGRM17 NUMDER 4 of the —s—/ `i. of Sec. 1 . OWNERT. ESS C . 1io4E DlAMC7Efi � COMiPL TED in. Ir otn to WELL LOG Water in. from to I. �o Tyne altcl Color of Material Loc, n In. lrorrl t01 11 --- CASING [IF -CORD: Plain Casing Size �� & kind �. irorn n toc� It. /=i'i•c !r _� Ian Size L.'1.—&. kind f� from tFtY� it. f'� •r� Site — &kind (corn to Pas forated Casinq ft, Size `l// & kind frons tofC__rL Size & kind from to It. Size & kind frog to ( t GROUTING RECORD Material t �% ��- r �4— Intervals r •- Piacernent. Method GRAVEL PACK: Size Interval TCS'V DATA Date Tested�i Static Water Levet Prior to Test—, - Type of Test Purnp ���-�-- Length of Test r - ��fti J.. Sustaitled Yield (Metered) ___, 1 OUVI It tICCaSS illy 10 CC0111111C10 log, i'ini)( isU1111)Intj W[11Cf L@VCf - --- - , t�SC'�1It 1111Un �I i)P(�L'S - 11 If OR all ur 11L Y OF r,C t I Yc fJ r aeuuesr� wommommonommimomi- JUL-3t�-15`�c� 11 � l.4 �l COLORADO DIVISION OF WATER RESOURCES N010 Centennial Bldg„ 1313 Sheraton St. NK t. OColorado t3G2U3 rc�p S-, ATE OF COLORADO COUNTY OF STATEMENT OF BENEFICIAL USE OF GROUND WATER _K AMEIdpMENT OF EXISTING RECORD_ —, LATE REGISTRATION AFFIDAYIT rl 2 PERMIT NUMBER 65829LOCATION OF WELL 3ot�-3t- ���ster -- -` Martin 1iiala 7T�om Gilbert _ •'a' pi�kizl_ ,a - r• 1 -404-2--66thl " ;s22,1 unset •p Dr 927 N- ` Compo •Fid .less Is _ _ ' _ CrNett!_-York., NY__NE',_ r of �L• _.a`�iif. _ •. l�rr•e.• _15— .;olly ood, CA 9006'3Weetport,-- 10021 06880 —. - q r.• -..r .fu•r —r _S .� Rr.y —BC: —)j.f. �1 I• u ry y 5 ora upon oaii., deposes and says Ihar Ire (Ihcy) is (arc) the owner(s) of the –ell describe, hereon, rhe well is otcd os d i•er.ibcd ohove, at daslnuces of ,,._1504--_ (cel from lire ...SOUI:h � �r section line and _1' (_)Q_- leer Loan rh..• -1et3t ecliion lint; .purer.Froin Ibis well �wus first npplied in a beneficial use for rhe purpose(s) descriired herein ort Ilse �. - Of LLnP. , 19 .lig Ifta ntozinurnr susloined pumping rote of the well is _2C�gallons pvt nrirrule, lire pvrrrlrmg cloimcd Itc(e6y is ..2u _. gollons per rarinule; the total del)lit of Ifre �.cll is _200 feel; Ilse u..erage annual arraounr ,Olaf to l c di;verled is twia_ acre -feel; for which claim as hereby triode for �domDstjG—FiLL�_liY.es-Loek— purpose(s); rho Icgol do scr.ption of d— land on which rhe worcr Iron, rt.is well as used s -- _-- 110 acres acres ore irrigotcu and which is illuslralcd on Ilia ntup on rhe reverse site of this forrn; Ilial Ibis .•0-11 was corrtplolcd in �plionceilli the ernsit approved therefor; Ibis statement of beneficiai use of ground water is filed in nh eu.pliernce Willi low; e -y) hos (low ro the statements etude hereof; kr ws file conMtent litereof; and Iltat lire some ore true of As (tlreir) knowledge. �M E REVERSE SIDE OF TS FORM) scr sLad nJ mwo"I afore me on this I clay of �rl t a Irl ) 't �orruniss on errpiras: ^. -- FOR FILING BY THE STATE ENGINEER OF COLORADO TO tkiE FOLLOWING CONDI?IONS: -EPTED 'SCrANT FOR OFFICE use ONLY Cowl s•e..., Jr. 11 U.. Crirr _ Baran ,_ .--. Mon Clar -. JUL-30-1SSo 11=15 Fl. 05 e!I drilled by .^o111ns�ril�.iC�3odie�:.r�y'�i.tls.) Lic. No. _ ermanont . urnp installed uy--G1eralkOUl1 L>>mT�_�]pT-r:St]U.L1ra) Lic_ No_JY el ct Soria( Ivo. _. ❑ Flow Meier Dote Installed — June�c'j +-- wnar of Lund on which r. ul ce is b,:itfg uscd'—__—,Srbuste=-, _Vi t&Ia, G,llber-i�i:tee TF E LOCATION OF THE WELL MUST BE SHOWN AND FOR LARGE CAPACITY IRRIGATICt1 WELLS TIIE A EA.ON WHICH THE WATER. IS USED MUST BE SHADED OR CROSS -HATCHED ON TIIE DIAGRAM BELOW. Tlris diugrom represents nine (9) secfiorts. Use file CENTER SQUARE (one seclion) to indicate file location of file well, if possible. NOR H WATER EQUIVALENTS TABLE (Rounded Figu(es) Alf ur.lu•loul ruvotfj 1 nefe of 11111d I fool dwell. 1 eubrc (Vol I,er sucond (cls) . .1.19 9v1lons per mmuto l91'c'rl• I acre-foot . 43,560 cubic (err • . ;32$,900 cp�llons.' 1,000 Upn, pumlied conlinuously lot one day pruduces A d2 ocee-feel, I00 Wool' 1"I'l+erl [0l1Ju6i,13U11y tui ane year produce:! )GO ocf P•In RI. r... t, rr- Atfn r,e,r r,,r,- —, — .... — I W i 1 NORTH SECTION LIME m w m n SE 15 0 LS 113 Z LU SOU711 SEC - 1014 Li) E -- -;- --� t - 11 E SCALE OI' 1 1 If: DIAGRAM IS TWO INCA IES E DUALS ONE•MIL E ----- -� M He -- WATER EQUIVALENTS TABLE (Rounded Figu(es) Alf ur.lu•loul ruvotfj 1 nefe of 11111d I fool dwell. 1 eubrc (Vol I,er sucond (cls) . .1.19 9v1lons per mmuto l91'c'rl• I acre-foot . 43,560 cubic (err • . ;32$,900 cp�llons.' 1,000 Upn, pumlied conlinuously lot one day pruduces A d2 ocee-feel, I00 Wool' 1"I'l+erl [0l1Ju6i,13U11y tui ane year produce:! )GO ocf P•In RI. r... t, rr- Atfn r,e,r r,,r,- —, — .... — I W i #338. 1/-1/91 16:01 Rec x.00 ►2 PG 593 Silvia Davis, Pitk-in Cnty Clerk, _)w�"x.00 RESOLUTION OF THE PLANNING AND ZONING COMMISSION OF PITKI:N COUNTY, COLORADO, GRANTING MARTIN AND MARGARET FIALA 1041 HAZARD REVIEW AND GENERAL SUBMISSION APPROVAL FOR A SINGLE FAMILY RESIDENCE Resolution No. PZ -91--5f WHEREAS, Martin J. and Margaret Joan Fiala (hereinafter. "Applicants"), the owners of a tract of land more specifically described. in Exhibit "A", have applied to Pitkin County for 1041 Wildlife, Geologic, and Wildfire Hazard Review, General Submission and Ridgeline Review pursuant to Sections 5-400, 6-3 and 3-1.13 of the Land Use Code; and WHEP:EAS, the application was considered on November 20, 1990 and Marc::1 19, 1991 before the Planning and Zoning Commission (hereinafter "Commission") but was tabled for more information regarding visual impact and geologic conditions on the property; and WHEREAS, the Commission conducted a site inspection on February 5, 1991, at which time the parcel was viewed from Capital Creek Road and the Monastery property; and WHEREAS, the application was heard by the Commission at a duly noticed public hearing on September 17, 1991 at which time the Commission voted to approve the application; and WHEREAS, the Commission has determined that the access, residence and accessory building meet the 1041 Hazard Review, General Submission and Ridgeline Review criteria of the Land Use Code, if the recommended conditions are adhered to by the #33=_ 1 ^1/91 16:01 Rec x.00 P, 6, PG 594 Silvia Davis, Pitkin Cnty Clerk:., Doc x.00 -Resolution No. 91-5—IL Page 2 applicant. NOW, THEREFORE, BE IT RESOLVED that the Pitkin County Planning and Zoning Commission hereby approves the Fiala 1041 Hazard Review for Geologic, Wildlife and Wildfire hazards, General Submission and Ridgeline Review application subject to the following conditions: 1. 1. Prior to issuance of a building permit, the Applicant shall provide a mylar 1041 Hazard Review Plat which meets approval of the Planning and Zoning Commission, County Attorney and Planning Office. a. The following 1041 Hazard Review Warning and Disclaimer shall be noted on the Plat: "The provisions of these regulations do not in any.. way assure or imply that areas outside of designated hazard areas will be free from hazards, or that approved mitigation measures will guarantee the safety of any property." 2. The following recommendations of the Division of Wildlife shall be adhered to by the applicant: a.. Dogs and large domestic predators shall be prohibited at the death of the Fiala's existing two labrador dogs. The Fiala's dogs shall be leashed and kennel restricted. b. No perimeter fencing or building envelope fencing is permitted. C. No vegetative manipulation except what's necessary for site approval. d. No exterior construction, excavation or development activity is allowed from November 1 through May I. 3. Prior to the issuance of a building permit, the applicant shall meet the following requirements identified by the Fire District: a. The applicant shall install a water storage tank to accommodate a minimum of 2,000 gallons of water storage for fire flow. Prior to issuance of a building permit, the applicant shall document evidence that the size of the storage tank is adequate to provide for both fire flow and storage 4338*: /21/91 16:01 Rec $.00 D,. &-2 F�G 595 Silvia Davis, Pitkin Cnty Clerk:, Doc Resolution No. 91-_�'_7 Page 3 for domestic water supply in the event that the well yield is less than 15 GPM. Tank size shall be determined by the Basalt Fire Chief and the Environmental Health Department. b. Prior to issuance of an access permit and prior to ,issuance of a building permit, the applicant shall submit a road improvement plan to the County Engineer for review and approval. Said Plan shall address drainage, placement of sub -base and resurfacing of the Shield -0 -Mesa road from the last existing road on the road to the point of entrance to this lot. Said road plan shall also receive approval from the Fire District regarding emergency access. C. The applicant shall improve the existing access road from Snowmass Creek Road to the parcel boundary, as well as the access drive from -the parcel boundary to the building site. Improvements shall be as follows: 1. Roadways are to be of a hard surface (gravel acceptable) and maintained for access. 2. Roads are to be engineered with water culverts and borrow ditches. 3. Addresses shall be visible from the road for emergency reasons. d. Road improvement design shall be reviewed and approved by the Basalt Fire Chief and the County Engineer prior to issuance of a building permit. 4. The following wildfire mitigation measures shall be adhered to by the applicant: a. Roof coverings shall be of a non-combustible material such as metal, tile or asphalt. b. Clear the base of the building(s) of weeds and debris. C. Do not park any motor vehicle in tall dry grass (hot muffler may start fires). d. Stack firewood uphill or on a contour away from buildings. e. Place at least one 10 -pound ABC -class fire #33' 1/� 1/91 16:01 Rec $-00 9K' '-)2 FG 596 Sil.�a`Davis, PitE:in Cnty Cler Dc $.00 Resolution No. 91- 5 7 Page 4 extinguisher in each structure. f. Clear all roofs of debris. 5. The applicant shall address the following concerns identified by the Environmental Health Department: a. The septic system designed for the site shall be reviewed and approved by the Environmental Health Department prior to issuance of a building permit. b. A Division of Water Resources permit is required to construct a well. Appropriate documentation of the proposed construction and the capacity of the water supply lines and pump house design, shall be submitted to the Environmental Health Department for an engineering evaluation, prior to issuance of a building permit. 6. The applicant shall meet the following concerns identified by the County Engineer: a. The applicant shall apply for and receive a driveway permit from the County Engineer prior to issuance of a building permit. 7. The applicant shall meet the recommendations made by Nicholas Lampiris in his letter of October 1, 1986. They area as follows: a. Soils engineering studies shall be performed at the site specific level to insure proper foundation design. All aspects of the design of the home and the surrounding landscaping shall emphasize a positive flow of water away from the homesites in all directions. b. Native vegetation which does not require extensive watering shall be utilized. C. The driveway into the building envelope shall be designed by a licensed engineer familiar with Mancos Shale. The access drive shall be engineered to include water culverts and borrow ditches to promote stability and to mitigate erosion potential. d. The home shall be designed to preclude the accumulation of radon gas. 8. To lessen the visual impact of the structure on the ridgeline and to Capital Creek Road, the following visual #33C 11/1/91 16:01 Rec. cjc_ • S"'a -"avis, Pitkin Cnty Clerk �D '62 PG 597 Doc $-00 Resolution No. 91- 52 Page 5 mitigation measures shall be adhered to by the applicant. The Planning Office will review and approve the house plans to ensure that these mitigation measures have been incorporated into the design of all proposed structures, prior to issuance of a building permit. a. The applicant shall restrict, by permanent deed restriction, the height in the northwest corner of the building envelope to no greater than eighteen (18) feet in total height. The northwest corner of the building envelope is described by a 45 degree, 45 -degree, 90 degree right triangle covering 1/8 of the building envelope. The southeast corner of the building envelope shall be limited to a total height of no more than sixteen feet (16). The southeast corner of the building envelope is described by a 45 degree, 45 degree, 90 degree right triangle covering 1/8 of the building envelope. The remainder of the building envelope shall be restricted to a maximum of twenty two feet (22) in total height. Height restrictions shall be depicted on the plat. For the purpose of this condition, total height shall be defined as the highest point of the roof ridge above natural grade. b. Indigenous -earthtone colors of the site shall be utilized for the exterior finish of the proposed structures. C. Negative angle glass shall be used for all west facing windows. This glass will be canted outward approximately 5% to prohibit reflection of the sun to Capital Creek Road. d. The upper level of the structure shall utilize irregular shapes and avoid discernible straight lines. Stepped or curved outlines shall be encouraged. e. The accessory structure (astronomical observatory) building envelope shall be located on the 1041 Hazard Review Plat. The lowest level finished floor elevation shall be at or below the 8,534 contour elevation at all points. The accessory structure shall not exceed eight feet in total height. This shall be reviewed at the time of building permit review. #33S725 1 1 2'1 / 91 16:01 Re $.()() BK 66Z PG 598 Silvia Davis, Pitkin Cnty Clergy;, Doc $.(-)o Resolution No. 91 -z --1z Page -6 f. Exterior lighting of the residence shall be limited to the minimum requirements of the Uniform Building Code. 9. All utilities shall be placed under the driveway. 10. The applicant shall join a Shield -O -Mesa road improvement district in the event that such a district is formed. 11. The applicant shall submit a roadway plan to be approved by the Planning office, prior to submitting an application for a building permit, which identifies road cuts, retaining walls and mitigation of such features. 12. All material representations made by the Applicant in the application and public meetings shall be adhered to and considered conditions of approval, unless otherwise amended by other conditions. APPROVED by the Planning and Zoning Commission at its regular meeting on September 17, 1991. ATTEST: Deborah Skehan, Office APPROVED AS TO FORM: Tim, Coun.� orney PITKIN COUNTY PLANNING AND ZONING COMMISSION J3*= Reser, Chairman Date: % ( - I)- ..) , APPROVED AS TO CONTENT: 1�- Amy gerum, Planning Director Martin J. Fiala 210-L Aspen Airport Business Center Aspen, CO 81611 August 28, 1991 ADDENDUM TO LAND USE APPLICATION _ Planning Office Pitkin County Attn: Mary Lackner: This memo contains narrative further expanding on the ridgeline development considerations and replaces the portion of the addendum of October 19, 1990 addressing the aforementioned, considerations.. L":�C�310111 The building envelope has been reduced to a square of one hundred feet on a side, an area of 10,000 square feet and less than 0.23 acres. This envelope was selected as the one within the confines of geologically buildable terrain which best takes advantage of the only useable foreground rise, least breaks the ridgeline: and is least visible from the Capitol Creek Road. Other areas considered tend to break the ridgeline more, are more visible or are geologically not practical. In preparation for this review, Nicholas Lampiris, a consulting geologist., visited the site a second time. Stakes were placed in the ground outlining areas of buildability. The surveyors visited the site a second time and plotted the location of these geological stakes and performed detailed topographical work on the areas of buildability. Twenty-eight foot poles were placed on corners of the proposed envelope and were'viewed from three locations on the Capitol Creek Road, both photographically as well as visually, accompanyed by Mary Lackner of the Planning Office who was at site # 1. VISUAL IMPACT The building envelope is positioned in the lowest area behind a rise. It is within the viewing shadow of this rise to the maximum extent possible when viewed from the Capitol Creek Road. The envelope and the property are not uniformly visible from the. Capitol Creek Road due to trees and dips in the road which obscure the property from much of the road north of the Monastery Road. Photographs and visual observations were made at the three locations where the property is clearly visible from the Capitol Creek Road. W Page 2 Addendum Land Use Application Martin J. and M. Joan Fiala VISUAL IMPACT, continued: Distance is a key factor in the evaluation of the visual impact. It is important to realize that the observations were made with high powered optical equipment, i.e. a 300 mm telephoto lens and giant 11 x 80 binoculars mounted on a tripod. At the distances described below, shapes of 15 to 18 feet are at the limit of visibility to an individual with 20 20 eyesight, (equivalent to the bottom line on eye charts) and shapes of 3 to 4 feet are not discernible. From viewing site # 1, 0.25 south of the Monastery Road on the Capitol Creek Road only the northwest pole breaks the ridgeline and that by about 8 feet at a distance of 1.85 miles away. At viewing site # 2, 0.7 miles south of the Monastery Road, the northwest pole becomes more hidden, protruding only 6 feet but the tops of other poles gradually come into view above the ridgeline by amounts ranging from 2 to 5 feet. However the distance from the envelope increases to 2.15 miles. At viewing site # 3, 1.0 miles south of the Monastery Road, the elevation increases 70 feet above site # 2 and this causer the poles to become more visible, protruding by amounts ranging from 7 to 12 feet. However the distance from the envelope increases to 2.4 miles REVIEW CRITERIA 1. Utilization of existing topography. The envelope is placed behind the only rise "in the buildable portion of the property in the position where a structure would be most shielded from view. 2. Complementing of natural topography. The development will be designed to complement the natural topography of the land. In the present location, earthen berms are not a practical means of shielding any upper portions of a building that might be visible but other techniques are planned to mitigate any visual intrusion. Three of these other techniques are described below. A. The structure will have a natural colored exterior that will blend into the foreground as much as possible. Addendum Page 3 Land Use Application Martin J. and M. Joan Fiala REVIEW CRITERIA, Complementing of natural topography, continued: B. West facing windows in the structure to the extent visible from the Capitol Creek Road will use negative angle glass. Western facing glass will be canted outward about 5 percent so that there will be no :reflection of the sun to the roadway. C. The design will incorporate features that will break up any rectangular outline of west facing walls visible from the Capitol Creek Road. The use of irregular :shapes, e.g. stepped or curved outlines, avoiding easily discernible straight lines, will reduce visibility. 3. Height and bulk avoidance. The long axis of the development will be oriented on an east/west axis so as to take maximum advantage of solar heat and will thus minimize the appearance of bulk. Secondly, as only a second floor level would be visible, the second floor will be designed so that it will contain substantially less volume than the lower level. 4. Breaking of the ridgeline. As shown by the geological mapped stakes and analysis of the topographical survey, there is no buildable location that does not break the ridgeline. 5. Avoidance of highest and most visible ground. The proposed building envelope has been positioned on the lowest ground where it least breaks the ridgeline and is the least visible, all consistent , with the evaluation of the Geologist. 6. Location/distance from ridgeline. The property falls within the Scenic Overlay and is on the ridgeline. 7. Landscaping. Natural vegetation will be preserved except for that necessary to construct the development. Due to lack of moisture on and near the ridge, extensive planting and landscaping is not feasible. The Division of Wildlife representative requested that there be no vegetative manipulation except what is necessary for site approval. This request will be followed. The landscaping plan thus consists of minimum vegetative removal and the planting of exposed areas only with natural grasses and wildflowers indigenous to the property. Addendum Page 4 Land Use Application Martin J. and M. Joan Fiala REVIEW CRITERIA, continued: S. Exterior lighting. Due to the applicant's interest in astronomy and abhorrence of light pollution, there will be absolutely no exterior lighting except for the minimum required by building code. 9. Landforms and earthmoving. Since all or most of any structure would be shielded by the slight rise described above,, landforms and earth moving are not a practical techn_'que to use in mitigating visual impact. 10. Avoidance of Scenic Viewplane. The property and the development fall within the Scenic Viewplane. 11. Conflict with 1041 Hazard Areas. The primary conflict is with geologic hazards. The envelope as defined is the one that 1) satisfies the geologic dangers of slope and Mancos shale and, 2) best meets the criteria for Scenic Overlay and Ridgeline review. t Please let: me know if you have any further questions. Yours very truly, SECOND FLOOR PLAN 1�0SCALE 1/4"=I' -C" : WINDOW 5C,•Jl, � � R2UM aelal� _L a'•2 3�e•u'-p 1'-�•JR•.p' (M, 5'•b'XTC i a.2• � ssx�• ROOM FlN!e++ �A -�--� C:<TIIT b, TLC• HALE 102 1CITGEN 105 r�7( DOWN& 10. r�Y. Ow" 10S �• w6. ECD 106 I GAR rMtOROM IOT GAR nti5 DATH I06 LI.UT DAT>•- i "TEA-: U4WR+ no I TLC'; STWp A" ttl GAR; NFCNAMGAI tta _,,: F✓a� 9iA1R M5 IIa I �� j 115 ! 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Ae40 .s/iR'1r( EbI A AaIM Cabwb MLS IS60S0 J u N i US RAT 15 ACWrW $W W 00 ■ •W Wa W SC QW ALD AECPOEB OT NNW CON" SWAM MMEQ O` lowW- i SLowA= anK AW _ AItO MP.Mbt ?ZC4t K =or 9 WK "m M RST AM w M RK 1 1 V1 1 1 b LJ V L 1 V1 L 1 W 1 zi -z V 1/ 1 U 1 l/ t_T 1 b 1-11 111 I1 L/ kJ V 1 b V L 1 PARCEL OF LAND SITUATED IN SECTION 15, TOWNSHIP 9 SOUTH, RANCE 86 WAST w OF THE 61h P H.. , PITKIN COUNTY, COLORADO p`S Me 9 BBA g *"1**SITE VICINITY MAP SCALE: 1 INCH = 2000 FEET ROPERTY DESCRIPTION ISHIP 9 SOUi,; RANGE 86 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF M114 AND SC OF TT'- CENTERLINE OF A 60 -FOOT ROAD EASEMENT, SAID PARCEL OF LAND BEING N27'08'28"E, I -EET HE POINT OF BEGINNING THENCE N0026'20"E, 234.43 FEET,' HENCE N21'52'3� 9 R THENCE S88'05'46"E, 94.59 FEET,, THENCE 74'36'300E, 40.00 + Th6. 1523'30"E, 40.00 FEET TO A POINT IN THE ENTERLINE, 56821 .OU t. T, THENCE ALONG SAID CENTERLINE, S3654'54"E, 49.81 FEET,, TNG SAID CENTERU. '1'37"L. 33.00 FEET,THENCE ALONG SAID CENTERLINE, 43.27 FEET,• THEN SAIL INTERLINE, S3751'51"E, 42.61 FEET THENCE ALONG RUNE, 532'07'20"E, 27., ThL�. E ALONG SAID CENTERLINE, N89'07'01 "E, 69.08 NCE S2652'170E, 551.48 A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF A 16'26'52"W, 94.26 FEET Thc.. it SAID RIGHT-OF-WAY LINE, S17'48'47 -E,111.05 FEET, THE SOUTH LINE OF SAID N1/z THEOPE ALONG SAID SOUTH LINE, N89'40'23"W, 968.78_ .ARINGS FOR THIS SUPWY IS . '7" h ALONG THE EASTERLY UNE . AS SHOWN HEREON TTY SHOWN HEREON I S 1161CC i0 -ATE AIG TS–OF-WA S, An& J17rIER RECORD. CORDING TO COLORADO LAW, YOU MUST Ct .CE 'Y LEGAL ACTION BASED UPON ANY i SURVEY WITHIN THRi"E (3) YEARS AFTER DI" SUCH DEFECT. IN NO 'Y AC71ON BASED UPG 4 ANY DEFECT IN THI COMMENCED MORE THAN TEN OM THE DATE OF CEFIIFICATION SHOWN HE �. G ENVELOPES AS SHOWN HEREON ARE BA IAEA 1041 HAZARD REVIEW PLAT IARY 9, 1992 IN PLA'!' BOOK 27, PAGE 9e;, , _"JA7I0N ON FILE WITH SCARROW NC. .OMMITTMENT REFERRED TO HEREON THAT WAS PREPARED BY PI7KIN COUNTY 711LE IN 1994 'UPDATED AT THIS 1111E OF ELEVATION FOR 1tjIS SURVEY IS AN ELEVATION OF 108.53 FEET AS SHOWN HEREON. IMPROVEMENT SURVEY I hereby certify that this Improvement Survey was prepared by Scarrow and Walker Inc. for Len Forman and Barbara Forman under my direct supervision and checking and that is true and correct to the best of my knowledge and belief I further certify that the improvements on the above described parcel on this date, April 5, 1999, except utility connections as shown, ore entirely within the boundaries of the parcel, except as shown, that there ore no encroachments upon the described premises, except as indicated, and that there is no apparent evidence or sign of on), easement crossing or burdening any part of said parcel, except as noted. This Improvement Survey does not represent a title search by Scarrow and Walker, Inc. or this land surveyor to determine ownership or easements of record. All information regarding ownership, easements and other encumbrances of record was obtained from a title insuronc4 commitment issued by Pitkin County ritle, of Aspen, Colorado, insurance commitment Cosa No. PCT -8900. Effective dote 3128194. BY, ----------------- ___-_____-_-___-_ Don A. Bogent Colorado P.L.S. J26950 - For and behalf of Scarrow and Wolk¢r,Inc. ENTERPRISES, INC. 312 D AABC • Aspen, Colorado 81611 USA Phone (970) 920.7890 • Fax (970) 920.7905 ACCEPTANCE FOR DEPOSIT THIS PLAT IS ACCEPTED FOR DEPOSIT IN INE OMCE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLO°ADO, THIS DAY OF 19 IN SURVEY BOC ON PAGE UNDER RECEPTION Na CLERK AND RECORDER FlLwG INFORMATION: SECTION 14 TOW" 9 SOUTH, RANGE 86 NEST OF THE 6th P.M. ARCooH 17EC 7E 234 E. HOPKINS AVE. ASPEN GO 81(012 FAX a"IO)� c1:205 -4c15(0 a15 Y7 ■ 21 JULYIcIcIci SITE FLAN