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HomeMy WebLinkAboutpitkin.eh.246513100014 (2008)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Pitkin Countywironmental Health & Natural Resouls Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit# 08003 Parcel ID# 2465-131-00-014 Type of permit New(X) CDU Repair( ) Addition/Remodel to Name of Owner Brooke Paulides Street Address 200 Sopris Creek Rd Property legal description Lot 1, Thomas Emma Exemption Size of lot 9.99 acres Water source Private well Total square footage of the house # of bedrooms in house # of offices, lofts & similar sized rooms in house Caretaker unit yes Total square footage of the caretaker unit 995 sq ft # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by All Service # of offices, lofts & similar sized rooms in caretaker unit 2 bedrooms in CDU Permit information Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 16 Profile hole depth 8 ft Depth to groundwater or bedrock Minimum Septic tank capacity 656 gallons Minimum Absorption area Comments Greater than 8 ft 210 sq ft w/ 50% reduction Septic permit approved per compliance with the engineer design and specifications dated October 19, 2007, Project #1410. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The absorption field must be at least 100 feet from any well and 50 feet from the Home Supply Ditch. The system will consist of one 1000 gallon two compartment tank with an effluent filter on the outlet. A distribution box will distribute effluent to two trenches, each with 12 Quick 4 chambers for a total of 24 chambers. There must be at least 6 feet of undisturbed soil between each trench. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly c. Permit approved by: Date: OS Expiration Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the owner's 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: License Number: Final approva : Date: 000001 or 8 H11 SfflYll %97"1.5033scobt6o2 Ph670i1&5033 Fu3o3-216.2796 June 13, 2008 Brooke Paulides PO Box 1377 Basalt, CO 81621 0 RECEIVED JUL 0 8��ee��20N013Pro 77dd PfMN COUNTY ENVIRDNIIEHTAL10 HEALTH 6 NATURAL RESOURCES Installation Observations, Proposed 2 -Bedroom House; Permit # 08003 Paulides Residence 200 Sopris Creek Road Pitkin County, Colorado Brooke, ALL SERVICE septic, LLC performed an installation observation on May 30, 2008 and June 3, 2008 for the subject property. The installation included a 1500 -gallon, two-compartment concrete septic tank with an effluent filter. The drain field consisted of 2 trenches with 12 `Quick 4' chambers per trench for a total of 24 chambers, equaling 237 SF of infiltrative area. Effluent will be distributed with a concrete distribution box with a bathe. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SERVICE�eptic, LLC Timothy R`Petz 2 copies sent Copy sent to Pitkin County Health Dept. 000002 0 OWS AS -BUILT 1000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET',' P1❑ CONCRETE DISTRIBUTION BOX WITH BAFFLE PROFILE= P-3 oQO GRAVELLESS CHAMBER TRENCHES /� EACH TRENCH HAS 12 CHAMBERS 4C ?� TOTAL NUMBER OF'Q4' CHAMBERS = 24 000003 0 RESIDENCE `% SCALE 1" = 30' NORTH HOUSE WAS MOVED ? NORTHEAST TO MAINTAIN 20 SETBACK TO HOUSE 9I»` LUU JVF'KIA uKttK Ku/Au ALL PRO. NO. 141 LOT 1, THOMAS EMMA SUBDIVISION EXEM. SERVICE SEPTIC, LLC _�. 970-616-5033 FIGURE 1 Nancy Mackenzie From: Tim Petr [tpetzl@comcast.net] Sent: Tuesday, July 15, 2008 6:28 PM To: Nancy Mackenzie Subject: Re: Paulides 200 sopris ck Attachments: Paulides 200 sopris ck Nancy, That is no problem. We should wait till the pipes are connected to the tank. I will make a note and follow with Brooke Paulides, and let him know he must hook everything to tank. thanks. tim Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden -------------- Original message ---------------------- From: "Nancy Mackenzie" <Nancy.Mackenzie@co.pitkin.co.us> > I received your as -built. I think I should not 'final' the OWTS permit > until it is piped to the house. Since there is no inlet pipe, there > would be no inlet tee? 1s SYSL,�t9t �c "fe)t? I SOS l q�'I I � Cohn` rm�,�on w a 000004 1 Pitkin Couwnvironmental Health & Natural Resees Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 07095 Parcel ID # 2465-131-00-014 Type of permit New(X) CDU Repair() Addition/Remodel to House( ) Name of Owner Brooke Paulides Street Address 200 Sopris Creek Rd Property legal description Lot 1, Thomas Emma Exemption Size of lot 9.99 acresTo square footage of the house Water source Private well # of bedrooms in house /2ms ces, lofts & similar sized rooms in house Caretaker unit yes Ttage of the caretaker unit 995 sq ft # of bedrooms in caretaker unit of offices, to similar sized rooms in caretaker unit Designed for what # rooms (list) inPerfillio Designed by All Service Se Mailing Address P.O. Box 28 , Gle od S s, CO 81602 Perc rate 16 Profile h de Depth toI oundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 6 allons Minim Ab t' area 210 sq ft w/ 50% reduction Com nts AL Septic permit approved per compliance wit the engineer/bersfor p Ifications to ctober 19, 2007, Project #1410. Any changes must be approved b his depart ign engin rp for t hem being made. Minimum horizontal distances between compon n s of thphysica atures shall nform to the Pitkin County ISDS regulations. The absorption field must be at least 1any we nd 50 feet from a Home Supply Ditch. The system will consist of one 1000 gallon two compartman uent filter on the outl . A distribution box will distribute effluent to two trenches, each with 12 Quick 4 ca I of 24 chambers. Th must be at least 6 feet of undisturbed soil between each trench. This permit is expressly conditioned on the property owner ppw4iding for the regular inspec on, cleaning and maintenance of the system by qualified personnel, in accoF&Ohce with the manufacturer's ripommendations. This department does not endorse any brand of products. This it must be kept on-site du ng installation. The engineer must do a final inspection of the installation and submit -V--- s -built letter to this departm t. This department must also be called for an inspection with a minimum of 48 hours ad nced notice. Revegetation over the area of the field is very important for the functioning of the tem. Pitkin C has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions o e use of native plants is strongly Permit approved by: LA::�=Q Date: 11 0 Expiration Date: .5 IL I iA Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the owner's 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: License Number: Final o gpy O a : Date: Page 1 of 1 Carla Ostberg From: Lance Clarke Sent: Tuesday, March 11, 2008 1:05 PM To: Carla Ostberg Cc: Michael Kraemer Subject: RE: paulides Ok let it go. Number is 379-6765 From: Carla Ostberg Sent: Tuesday, March 11, 2008 11:02 AM To: Lance Clarke Cc: Michael Kraemer Subject: RE: paulides Just got a call from Brooke Paulides. He, of course, didn't leave his phone number — again, so I'll have to delay returning his message. Said he was expecting his permit... Just FYI' Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 From: Lance Clarke Sent: Tuesday, March 11, 2008 8:43 AM To: Michael Kraemer Cc: Carla Ostberg Subject: FW: paulides Should we hold off based on the ag covenant? The septic permit is a "building permit", sort of From: Carla Ostberg Sent: Tuesday, March 11, 2008 8:14 AM To: Lance Clarke Subject: paulides Just wanted to confirm that I can reissue Brooke Paulides septic permit Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 000000 3/11/2008 Yo 14A - W- 000001 000001 MEMORANDUM To: Michael Kraemer, Planning Department From: Carla Ostberg, Environmental Health & Natural Resources Department Date: February 4, 2008 Re: Paulides Site Plan Review (PID 2465-131-00-013; Case P172-07) SUMMARY OF RELEVANT PARTS OF APPLICATION: The applicant is requesting Site Plan approval for a single family residence. A Building Envelope had been approved for this lot, however, the approval is no longer vested. DISCUSSION: The Pitkin County Environmental Health & Natural Resources Department has reviewed the details of the Paulides Site Plan Review application under the authority of the Pitkin County Land Use Code and the Pitkin County ISDS Regulation and has the following comments. On November 11, 2007, this Department issued a Septic System Permit (#07095) for a 2 bedroom caretaker dwelling unit on this property. This permit has since been voided at the request of the Planning Department due to the expiration of the previous vested approval. In conjunction with a review of the owner's Application for Individual Sewage Disposal System, Carla Ostberg conducted a site visit to the property. The proposed Activity Envelope appears to be appropriate for placement of the septic system. --- WATER SUPPLY: There is an existing well on the property. Documentation already submitted to this Department provides proof of an adequate legal water supply, as defined in the current regulations. --- SEWAGE TREATMENT AND COLLECTION: Information regarding the proposed septic system has been submitted to this Department. If the proposed Activity Envelope is approved while the current Pitkin County ISDS Regulation is in effect, this Department will reissue the Septic System Permit based on design specifications by All Service Septic dated October 19, 2007. PruileJ nn Rnyrkd Peper 000003 Parcel Multiple Search Results Page I of 1 Pitkin County Assessor/Treasurer Search Results Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Receation Search Address Search The following parcels were selected. The records are sorted by. To display detail information for a selected parcel, click on the respective Account Number. Account Number Parcel Number Owner Name Physical Address Legal Description R017310 24651310001 F PAULIDES BROOKE A 200 E SOPRIS CREEK RD BASALT SUB:THOMAS EMMA EXEMPTION LOT:1 1 Record(s) Displayed. Tt)p of Pape Assessor Database Search Options I Treasurer Database Search Options Pitkin County Home Page The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.pitkinassessor.org/assessor/PareelMultipleResults.asp 2/11/2008 0 000010 � AI Beyer Design Inc. 110K Ia1 H1• 0p 11611 naauuzi`•'�r tmazsaeez AI BE- BROOKES Y+ir�er+s.+e r�mrm+m mwwmiusirww mrm r.�ww w.w BROOKE'S PLACE TED Soprls Greek Rd Basalt.Oo 61631 (Thomas Emma SubolVISIon Lot 11 u� vl vol s+t+t +/] V01 upmte r+atcl rtsau ouwN er: �, sa. L6LY DAM +/21/01 SIEf ifllE AtID NN/Efll A-1 MAIN LP VF1 L PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER -7p (7 ►� Owner's Mailing Address -77 gASA& City,State,Zip[ Business Phone: �6 Home Phone: (e- E-mail Address: /w"t *,– Primary Contact Persson (all communication regarding this permit will go through this person) Name o {'Au (PE5 Company Contact Mailing Address '176 13r77 Ci , State, Zi --// Business Phone : 76:- Cell Phone: Fax: "ON91 E-mail Address: /v4vg Parcel Io S (available from assessor's office at 920-5160 or at www.pitkinaSSeSsor.org ) —J/ -Z Building Permit # (if available) Street address of property Ano 501X/-5 `/7A---&k�fJ,/' Legal Description: Lot ,Block ,Filing ,Subdivision 'riyl'as gyv-rv.Ct �X Size of lot: L';I, 9 �— acres. Type of proposed structure: / & 3� EBF rru Total square feetarflSrfsa e j ` y- # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( -0 ) Permit is for: New Home (k ) 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 an ISDS application is $623 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $623 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, watedines, 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 Pitkin County Environmental Health and Natural Resources 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. A Signature of applicant Received by G:�sds\isds applicUsdsapp rev0522O7.doc 000011 l/Qyt 7-' Date Receipt # ka�— Date I, d� 0 0 Pitkin County Environmental Health Department Contact Log Sheet Name: ct(�,/ t. ParcellD#: Address: 200 SO Date Person Spoken To Comments (Action to be Taken Initials Time �I u _ z, I 112,3 0S i,yn V010pr4 Cj r\e n 0 Vc c - 9 17 let D 000012 0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name r Parcel ID # House Size (sq. ft.) r. (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 300 State Review Required? no Perc RateTORIPWICIEW (f) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 525 Minimum tank capacity 656.25 ons Absorption Area (=Q/5 X SQRT perc rate) A = 420 sq. ft. of absorption area required 27 gravelless chamber units without reduction # of Perc Holes Required: 3 QUICK 4 9. A = 210 sq.ft. with 50% reductionTFENCHES 21 gravellesis ber units with reduction STANDARD A = 210 sq.ft. with 50% reductionTRENCHES 14 graveBess chamber units with reduction EQ 36 13 EQ36 units in TRENCHES OUICK4-EQ36 210 27 SETBACK FROM # of feet = WVr-,.>N ' 100 SETBACK FROM # of feet = SETBACK FROM DRY GULCH # of feet = 25 000013 OR IRRIGATION DITCH CK4 9.2 2 sq 30% reduction BED 32 ber units with reduc. 294 sq k 30% reduction BED 19 chamber units with reduc. 24 EQ36 units in a BED 294 46 1 0/25;-2007 20:16 3032162796 0 lo—Z3—cv-4- Oho 5$;i¢x9 000014 PETZ • N cc+ I CcIRLA 1T�-:) x-79 -- Co7 Co PAGE 01 A5oi�- Z -j ACTH HILA RE'" 40 PO Baa 2841 C*=*od 5prh%0081602 P1970-618-5033 Fat303-216-2796 October 19`" 2007 Brooke Paulides PO Box 1377 Basalt, CO 81621 Project No. 1410 Subsurface Investigation and Onsite Wastewater System Design, Proposed 2 -Bedroom House Paulides Residence 200 Sopris Creek Road Pitkin County, Colorado Brooke, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. SITE CONDITIONS The lot is presently vacant with the exception of two wells. A 2 -bedroom single-family residence is proposed. The residence will have approximately 1000 square feet (SF). There is an irrigation ditch flowing to the south of the proposed house. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by the onsite wells. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 1 -foot root zone, underlain by sandy clay to 2 feet, underlain by sand with scattered cobbles and gravel to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 14 to 20 minutes per inch (MPI). A 16 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 2 -bedrooms and an average sewage load of 300 GPD. The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank with an effluent filter, to be followed by two gravelless chamber -trenches. Tank alternatives may be considered. Each trench must have 12 `Quick -4' chambers, for a total of 24 chambers, equaling 237 SF of infiltrative area A concrete distribution box with a baffle must be installed. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. 000015 0 0 Subsurface Investigation and OWS Design Project No. 1410 10/19/07 Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL7E septic, LLC i Timothy R. Petz 3 copies 000016 w � � PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1410 PROFILE PIT Date of Test: 10/16/2007 0 - 1' Root Zone, Sandy, Brown 1'- 2' Clay, Sandy, M.Stiff, Moist Brown/Red 2'- 8' Sand, Clayey, Silty, with Scattered Cobbles and Boulders No Groundwater or Bedrock was Encountered Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI (in.) (in.) 1 31 10 5.00 6.75 1.75 10 6.75 8.00 1.25 10 8.00 dry fill 10 4.25 5.25 1.00 10 5.25 6.00 0.75 10 6.00 6.75 0.75 14 2 29 10 3.50 5.00 1.50 10 5.00 5.75 0.75 10 5.75 6.50 0.75 10 6.50 dry fill 10 4.50 5.25 0.75 10 5.25 6.00 0.75 14 3 34 10 2.50 4.00 1.50 10 4.00 5.00 1.00 fill 10 5.00 5.75 0.75 10 5.75 6.50 0.75 10 6.50 7.00 0.50 10 7.00 7.50 0.50 20 AVG = 16 MPI 000017 Form -No. OFFICE OF T*STATE ENGINEER 0 GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman Sl., Denver, Colorado 80203 cim) Prig-'iSat APPLICANT BROOKE PAULIDES PO BOX 1377 BASALT, CO 81321- (970)379-6765 1095 WELL PERMIT NUMBER 226418 A_ DIV. 5 WD38 DES. BASIN MD Lot: 1 BIOCK: hlling: 5Obant: I HUMAS 1 --MMA EXEMP I ION APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 NW 1/4 Section 13 Township 8 S Range 87 W Sixth P.M. DISTANCES FROM SECTION LINES 623 Ft. from North Section Line 2506 Ft. from West Section Line UTM COORDINATES (Meters.Zone:13 NAD83) ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit no. 226418. The old well must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was plugged. 4) Approved as the only well on a tract of land of 67.88 acres described as that portion of the N 1/2 Sec. 13, Twp. 8 S, Rng. 87 W, Sixth P.M., Pitkin County, more particularly described on the attached exhibit A. 5) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three 3 sincila familydwellings, the irrigation of not -more than one (1) acre of homes a gardens -113d lawn�gjkgdnng of domes c animals. 6) The maximum pumping rate of this well shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 8) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTICE: This permit has been approved subject to the following changes: The distances from section lines were calculated from UTM coordinate values provided with the permit application. You are hereby noted that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.) NOTE: Parcel Identification Number (PIN): 49-2465-131-00-014 NOTE: Assessor Tax Schedule Number: R017310 (totaling 9.99 acres) NOTE: Legal description ties up PIN's: 49-2465-131-00-014 and 49-2465-131-00-013 NOTE: Legal description ties up Tax #'s: R017310 (lot 1, totaling 9.99 acres) and R011944 (lot 2, totaling 57.89 acres) 03/ 6�(l47 oe APPROVED DMW wZA State Engineer By Receipt No. 9502760 DATE ISSUED 03-26-2007 EXPIRATION DATE 03-26-2009 000018 Ah All WELL CONSTRUCTION AND TEST REPORT FOR OFFICE USE ONLY STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 1. WELL PERMIT NUMBER 226418-A 2 Owner Name(s): Brooke Paulides Mailing Address: P.O. Box 1377 City, State, Zip: Aspen, CO 81611 Phone # APPROVAL # GWS31-91-03 3' WELL LOCATION As DRILLED NE DISTANCES FROM SEC. LINES 1/4 NW 1/4 Sec: 13 Twp: 8 S Range: 87 W 650 ft. from North Sec. line and 2555 ft. from West Sec. line OR Easting: Northing: SUBDIVISION: Thomas Emma Exemption LOT: 1 BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION 4 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED: 4/3/2007 TOTAL DEPTH: 260 DEPTH COMPLETION: 260 5. GEOLOGIC LOG 6. HOLE DIAMETER (in) FROM (ft) TO (ft) Depth Type of Material Size, Color, and Type) 9.0 0 70 000-038 Boulders, Gravels, Dirt 6.5 70 260 038-064 Clays, Rocks 064-260 Eagle Valley Eva orites 7. PLAIN CASING OD (in) Kind Wall Size From (ft) To (ft) 7.0 Steel 0240 -1 70 5.5 PVC 0.250 50 220 PERF. CASING: Screen Slot Size 5.5 PVC 0.250 220 260 8. Filter Pack 9. Packer Placement Water Located: 220+ Material : Type Size : Depth Remarks : Interval 10. GROUTING RECORD Material AmountDensity Interval Placement Cement 5 sks 6 al/sk 10.40 poureli 11. DISINFECTION : Type : HTH Amt. Used : 8 oz. 12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level : 84 ft. Date/Time Measured 4/3/2007 Production Rate 15 gpm Pumping Level: Total ft. Date/Time Measured 4/3/2007 Test Length: 2 hours Test Remarks : 13. 1 haw reed the statements made harem and Iowa the contents thereof, and that they are true w my knowledge. (Pursuant to section 244-1-4 p3Xa) CRS. the making of Use statements wmtitmes perj m the second degree and is punishable as a class 1 misdemeatwr.) CONTRAC fOR Shelton Drilling Corp. Phone: (970) 927-4182 Mailing Address : P.O. Box 1059 Basalt, Co. 81621 Lic. No. 1095 Name / Title (Please Type or Print) Signature Date Wayne Shelton / President 4/4/2007 000019 SAMUE�LSON ruMr co.,�Nc. 946-63 - October 12, 2007 Brooke Paulides P.O. Box 1377 Basalt, CO 81621 ATTN: Brooke • On 10/11/07, a well test was conducted on a well on the Paulides Property at Emma. The following information was obtained; Well Depth------------------------------------- 261' Casing Size------------------------------------ 7x5'. Standing water level-------------------------- 54.8' Total test time---------------------------------- 4 Hours Drawdown to ---------------------------------- 55.3' Production is greater than-------------------- 12 GPM This test was conducted with I Hp existing pump. The well water level recovered back to 54.8' in 10 Minutes. 970-945-6309. Sincerely; Raun E Samuelson Samuelson Pump Co. If you have any questions please call me, Raun Samuelson at 000020 P.O. Box 297 • Glenwood Springs, CO 81602 • (970) 945-6309 . Fax (970) 947-9448 Wntar .gvctam.c • .galas Anrvira R Inctnllntinn STANDSACTERIOLOGICAL WATER TEST •I�.n ASPEN CONSOLIDATED SANITATION DISTRICT O 0400 SERVICE CENTER DRIVE fLiu 04S .5 ASPEN, COLORADO 81611 L_ �- (970) 925-7262, EK1. 109 � � I PWS 10 9 �`JI�S Semple Lwatim w Iftj' SAMPLE TAKEN: DATE 4A'•"QME1O0 ft SUPPLY " p CHLORINE, .. COUNTY 1 I k' SAMPLER D S RESIDUAL Ai�MG/L ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ( ) NON COMMUNITY ( ) CHECK SAMPLE ( I PROCESS WATER ( ) OTHER PUBLIC ('Ild RAW ( ) GROUND ( ) SURFACE (-4PRIVATE ( ) SPECIAL PURPOSE SAMPLE "NOTE: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL BE DISCARDED. REMARKS RETURN TO QLJ ADDRESS JbM QV Fm �Yc�@�q � V f I CfTY-STATE Mjn0j . J Ca O �6UT -SEE INSTRUCTIONS ON BACK PAGE - SEE REVERSE FOR TIME LIMITATIONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. GFP 595 000021 Arl� fC r -r UNSUITABLE FOR TEST RESULTS MEMBRANE FILTER /(ZULEA DIRECT COUNT: COLONIES ADJUSTED COUNT: _ COLONIES1100ML --i" TOTAL OOLIFORM, NT PRESENT v FECAL COLOFORM: C4BSE0 PRESENT y % MEDIA LTB 24 LTB 48 !2pu G BGB 3 � ^ MPN COLIFORMI100ML Z O Q PRESENCE OF COLIFORMS INDICATE NON- COMPLIANCE WITH MINIMUM DRINKING WATER STANDARDS. � �YComPliance ❑ NonCprplience O Ima6d o I 1 • { • 0 SECOND AMENDED ADMINISTRATIVE DECISION OF THE COMMUNITY DEVELOPMENT DIRECTOR OF PITKIN COUNTY COLORADO, APPROVING THE THOMAS ADMINISTRATIVE 1041 HAZARD REVIEW Determination No._2L-2000 1. Pursuant to Section 3-80-020 of the Land Use Code, V iviane Thomas ("Applicant") has applied to the Community Development Director of Pitkin County, Colorado, ("Director"), for an Administrative 1041 Hazard Review. 2. The Applicant is requesting approval to establish a building envelope for a single- family residence and customary uses. 3. The Applicant's lot is zoned AFR-10 and contains 9.99 acr::s. 4. The property is Lot 1 of the Thomas Subdivision Exemption in Emma. 5. The Director finds the request is consistent with requirements of the Code. THE DIRECTOR DOES HEREBY APPROVE the Second Amended Thomas 1041 Hazard Review subject to the following conditions: Prior to submission of any building permits, the Applicant shall submit for Community Development approval and recordation a 1041.Ha72rd Review Site Plan, on which the building envelope is delineated. The Site Plan shall include a note that no building improvements shall occur outside the building envelope and residential building improvements shall be limited to 5,000 square feet of floor area for a combination single family residence and attached or detached caretaker dwelling unit. In addition, the Applicant may construct a barn for agricultural purposes. The recorded site plan shall indicate that all improvements including driveway access shall be a minimum of 50 feet from the Home Sunn1v ditch 2. The applicant shall abide by all material representations made in this application. 3. This Amended Administrative Determination supercedes Amended Administrative Determination No. 10-2000, dated April 4, 2000, recorded April 6, 2000 as Reception No. 442032. 11111111111111111111111111! 111111111111 III 111111111 IN 444467 06/22/2000 04:15P ADMIN DE DAVIS sIIVI 1 of 2 R 0.00 D 0.00 N 0.00 PITKIN COUNTY 00 000022 0 0 Determination No.2tE-2000 Page 2 APPROVED by the Community Development director, this G day of 2000 Cindy Houben, Community Development Director p4.1-00 24GT'- ISI -00.013 000023 1111111111111111111111111111111111111111111111111111111 444467 06/22/2000 04:16P ADMIN DE DAVIS SILVI 2 of 2 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO Parcel Detail 0 • Page I of 3 Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail Residential/Commercial Improvement Detail Land Detail Photographs Tax Area Account Number Parcel Number Mill Levy 016 R017310 246513100014 63.414 Owner Name and Address PAULIDES BROOKE A PO BOX 1377 BASALT, CO 81621 Legal Description SUB -THOMAS EMMA EXEMPTION LOT:1 Location Physical Address: 200 E SOPRIS CREEK RD BASALT Subdivision: THOMAS EMMA EXEMPTION Land Acres: 9.99 Land Sq Ft; 0 Property Tax Valuation Information Actual Value Assessed Value Land: 3,800 1,100 Improvements: 11 0 Total: 1 3,800 1 1,100 Sale Date: 000024 http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=RO 17310 10/30/2007 Parcel Detail • . Page 2 of 3 11 Sale Price: 11900,000 11 Basic Building Characteristics Number of Residential F. Buildings: 2000 Number of Comm/Ind 0 Buildings: Tax Payment: Whole No Building Records Found Tax Information Tax Yearj Transaction Type Amount 2000 Tax Amount $69.56 2000-71 Tax Payment: Whole 2001 Tax Amount $57.06 2001 Tax Payment: Whole ($57.06) 20021 Tax Amount $58.54 2002 Tax Payment: Whole 2003 Tax Amount $62.72 2003-71 Tax Payment: Whole IF ($62.72) 2004 11 Tax Amount $72.40 2004 Tax Payment: Whole($72.40) 2005 Tax Amount $80.32 2005 Tax Payment: Whole IF ($80.32) 2006 Tax Amount I$71.64 20061 Tax Payment: Whole ($71.64) Ton of Page Assessor Database Search Options I Treasurer Database Search Options Pitkin County Home Page The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. 000025 http://www.pitkinassessor.org/assessor/Parcel.asp?AccountNumber=RO 17310 10/30/2007 0 I IIII I III I III I II Page: I of 534883 3 III I I I I I 02/28/2007 10:49; Documentary Fee $ 90.00 JANICE K VOS CAUDILL PITKIN COUNTY CO R 16.00 D 90.00 WARRANTY DEED THIS DEED, made February 28, 2007, Between VIVIANE THOMAS TRIMBLE of the County of ✓ tr: rt Or , State of /cif GRANTOR, AND BROOKE A. PAULIDES, GRANTEE /1 61&—a whose legal address is:— i p 0 �K 13) � &-'a I � , L 0 61 & —a I of the County of PITKIN, State of COLORADO WITNESSETH, That for and in consideration of the sum of ten dollars and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the grantor has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell and convey and confirm unto the grantee, his heirs and assigns forever, all the real property together with improvements, if any, situate and lying and being in the County of PITKIN, State of COLORADO, described as follows: LOT 1, THOMAS EMMA SUBDIVISION EXEMPTION, according to the Plat thereof recorded June 22, 2000 in Plat Book 53 at Page 92. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns forever. And the Grantor, for her, her heirs and assigns, does covenant, grant, bargain, and agree to and with the Grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, her is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except those matters as set forth on Exhibit "A" attached hereto and incorporated herein by reference. The grantor shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceable possession of the grantee, his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of gender shall be applicable to all genders. IN WITNESS WHEREOF the grantor has executed this deed. Return to: GRANTEE 000026 SIGNATURES ON PAGE 2 534883 TRANSFER DECLARATION RECEIVED 02/28/2007 II II III III III III II III III 0288 Page: 3 8 10:491 JRNICE K VOS CAUDILL PITKIN COUNTY CO R 16.00 D 90.00 SIGNATURE PAGE TO WARRANTY DEED PAGE 2 VIVIANE THOMAS TRIMBLE STATE OF J COUNTY OF / %yG&C!ss� ) 'A. The foregoing instrument was acknowledged before me this 4�l day of v t ..2007, by VIVIANE THOMAS TRIMBLE. WITNESS my hand and official seal my commission expires: PCT20885F 000027 AMCHAEL L WADE ID 0 2340M NARYPURICOFNEWAMY ,�.vn WnBWks&211G,Vj * , r i EXHIBIT "A" 1. Taxes for the year 2007 not yet due or payable. • 2. Right of the proprietor of a vein or lode to extract and remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted and right of way for ditches or canals constructed by the authority of the United States as reserved in United States Patent recorded in Book 55 at Page 29 and Book 55 at Page 80. 3. Easement and right of way granted to Rocky Mountain Natural Gas Company, Inc., in instrument recorded October 19, 1961 in Book 195 at Pages 421 and 424 and June 1, 1965 in Book 213 at Page 181. 4. Easement and right of way for an electric transmission or distribution line or system, as granted to Holy Cross Electric Association, Inc., in instrument recorded April 14, 1988 in Book 561 at Page 178. 5. Easement and right of way as granted to The Mountain States Telephone and Telegraph Company in instrument recorded August 5, 1988 in Book 570 at Page 317. 6. Terms, conditions, provisions and obligations as set forth in Administrative Decision of the Community Development recorded March 27, 2000 as Reception No. 441716, amendment thereto recorded April 6. 2000 as Reception No. 442032 and Second Amended Administrative Decision of the Community Development recorded June 22, 2000 as Reception No. 444467. 7. Easements, rights of way and all matters as disclosed on Plat of subject property recorded June 22, 2000 in Plat Book 53 at Page 92. ImI,;NIWIIWN1ilY!ICOUNTYIilWlll'W 000028 534883 Page: 3 of 3 02/28/2007 10:491 00 D 90.00 1111111111111111111111111111111111111111111111 e9880 :51 JANICE K VOS CAUDILL PITKIN COUNTY CO R 6.00 D 0.00 QUIT CLAIM DEED VIVIANE THOMAS TRIMBLE, for the consideration of Ten Dollars ($10.00) and other good and valuable consideration, in hanA paid hereby sells and quit claims to BROOKeA. PAULIDES, whose address is (2 X 1 3'114 6 <d 4,0), the following in the County of Pitkin, State of Colorado: Any and all water rights, ditches, ditch rights, well, well rights, and water structures, appurtenant, to the real property described in Exhibit "A", including without limitation the following: A. One (1) cubic foot per second in the Cramer Ditch B. Well Permit No. 226418 DATED this o?G `a day of February, 2007. R. Viviane Thomas Trimble STATE OF NEW JERSEY 1 ss. COUNTY OF /'',�[cu f The foregoing instrument was acknowledged before me this _ day of February, 2007, by Viviane Thomas Trimble. Witness my hand and official se 1. My commission expires: Da io �i [Seal] (1j'(1, fo- 000"029 �? NOTA9y'•. Notary Public AACHAEL L WADE ID 02340M P9DM PU8lX OF KWJ 12Y ^,amoYalbn BV W 2/1 a 111 WELL 0 IRRIGATION DITCH IS LOCATED 200+ FEET SOUTH OF PROPOSED DRAIN FIELD. M THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A 0000 PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE p� ACCURATE. ALL SETBACK DISTANCES SHOULD BE OAFR CONFIRMED PRIOR TO EXCAVATION. SCALE 1" = 20, NORTH 0 25 50 ft 4" SCHED 40 PVC SEWER PIPE , " / SDR 35 PVC CONCRETE DISTRIBUTION BOX WITH BAFFLE PROFILE P-3 TWO GRAVELLESS CHAMBER TRENCHES EACH TRENCH MUST HAVE 12 CHAMBERS n TOTAL NUMBER OF 'Q-4' CHAMBERS = 24 CLEANOUT 1000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET ATION PIPES SITE PLAN INSERT 10 -ACRES SITE PLAN FOR SUBJECT PROPERTY NOT TO SCALE VA NORTH i DRIVEWAY BUILDING ENVELOPE WELL a r , DRIVEWAY PROPOSED 2 -BEDROOM RESIDENCE WELL F� SWEEP / 2 'vVAY CLEANOUT DETAILS (N.T.S TYPICAL SLIP—ON PVC CAP /FINISHED GRADE DO NOT GLUE SEWER LINE — 4' SCHEDULE 40 P.V.C. 4 FEET MIN EFFLUENT LINE — 4' SCHEDULE 40 OR 4' SDR 35 RV.C, INSULATED CLIPPER TRACER W[RE MAY BE INSTALLED TO LOCATE LINE IN FUTURE / 1000 -Gallon (min), 2- Compartment Septic Tank with 4" Dia, Biotube® Effluent Filter Inlet Tee ALARM IS OPTIONAL ORENCO BRAND NAME NOT ENFORCED VC Splice Box w/Cord Grips PVC or Concrete Risers with Grommet(s) Fiberglass Gasketed Lid with (bond to tank adapter with Stainless Steel Bolts recommended adhesive)\ /A,,P e Ground y From Risers Conduit to Filter Cartridge Handle Narm Panel (field cut to desired height) Conduit Seal Tank Adapter (cast or bolted) Vent Orifice 1 Effluent Discharge Liquid Level 2 High Level Modulating Discharge Orifices Alarm Float (optional) Vault Inlet Ports COPELAND TANK CNETER PORT ACCEPTABLE ALTERNATIVE TO PVC TEES Filter Cartridge Effluent Filter TANK SPECIFICATIONS CAPACITY REQUIRED AT MAIN RESIDENCE = q X 1.75 X (30 HOURS/24 HOURS) = 657 GALLONS REQUIRED TANK(S) AT MAIN RESIDENCE = 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH A EFFLUENT FILTER 1 1 TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE INFILTRATOR(R) QUICK4(TM) CUT SHEET 1 DESIGN 2 -BEDROOM MAIN RESIDENCE, <2000 SF = 300 GALLONS PER DAY TOTAL LOADING = q = 300 GALLONS PER DAY PERCOLATION RATE = 16 MINUTES PER INCH CALCULATED AREA =((1.75 X q) X sqrt 16) / 5 = 420 SF REDUCTION OF 50% = 210 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 48 FEET = 12 CHAMBERS TOTAL NUMBER OF CHAMBERS = 24 PROPOSED NEW INFILTRATIVE AREA = 237 SF TWO TOTAL TRENCHES QUICK4(TM) END CAPS 1'4" 3' CROSS SECTION OF TYPICAL CHAMBER—TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP BACKFILL_ SLOPE FOR DRAINAGE---_ _,, 3' MAX 6' MIN. !EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL 2' MIN --- INFILTRATOR(R) QUICK4(TM) CHAMBER, TX 4' kRIFY SURFACE NOTES: TRENCHES MUST BE ANGLED TO FIT -TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION ALL SERVICE septic, LLC 200 SOPRIS CREEK ROAD Project No, 1410 PO BOX 2844 GLENWOODSPRINGS,C081602 LOT 1, THOMAS EMMA SUBDIVISION EXEMPTION ONSITE WASTEWATER SYSTEM DESIGN 10-19-07 970-618-5033 PAULIDES RESIDENCE 000030 CERTIFICATE OF OWNERSHIP KNOW ALL MEN BY THESE PRESENTS THAT VIVIANE THOMAS TRIMBLE (OWNER) IS THE CURRENT OWNER OF THE PROPERTY DESCRIBED HEREON SITUATED IN PITKIN COUNTY. COLORADO AND SHOWN ON THIS SUBDIVISION EXEMPTION PLAT. PROPERTY DESCRIPTION NORTH PARCEL A PARCEL OF LAND IN TRACT 62 AND 61- TOWNSHIP 8 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN. PITKIN COUNTY. COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT ANGLE POINT 3 TRACT 88. TOWNSHIP 8 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN. PITKIN COUNTY. COLORADO. THENCE SOUTH 79'08'22' EAST. A DISTANCE OF 1217.15 FEET TO A POINT ON THE SOUTHERLY HIGHWAY RIGHT-OF-WAY FOR COLORADO STATE HIGHWAY NO. 82 (as described on the document recorded in Pitkin County. in Book 497 al page 4421 THE TRUE POINT OF BEGINNING: THENCE EASTERLY ALONG SAID SOUTHERLY STATE HIGHWAY RIGHT-OF-WAY THE FOLLOWING FIVE COURSES: 1) NORTH 63629'30- EAST, A DISTANCE OF 94.40 FEET TO A COLORADO DEPARTMENT OF HIGHWAYS MARKER 82-698 (0 3.25- Alum- cop): 2) NORTH 75.55'07- EAST, A DISTANCE OF 196.51 FEET TO A COLORADO DEPARTMENT OF HIGHWAYS MARKER 704 (a 3.25" Alum. cop): 3) NORTH 73'49'30" EAST. A DISTANCES F 700.00 3.25' FEEAluT TO COLORADO DEPARTMENT OF HIGHWAYS MARKER 4) NORTH 69°02'30' EAST. A DISTANCE OF 434.10 FEET TO A COLORADO DEPARTMENT OF HIGHWAYS MARKER 706 (a 3.25 Alum. top): 5) NORTH 79'17'30' EAST. A DISTANCE OF 147.18 FEET MORE OR LESS TO THE EASTERLY PROPERTY BOUNDARY OF THE NORTHERLY PARCEL OF EXHIBIT 'B'. DESCRIBED ON THE DOCUMENT RECORDED IN PITKIN COUNTY IN BOOK 436 AT PAGE 472: THENCE SOUTHERLY AND WESTERLY ALONG SAID BOUNDARY OF SAID NORTHERLY PARCEL OF EXHIBIT -8- THE FOLLOWING. SOUTH 01943WEST. A DISTANCE OF 223.46 FEET MORE OR LESS TO A POINT ON THE LINE BETWEEN ANGLE POINT I AND 2 OD SAID TRACT 62: THENCE NORTH 89943' EAST. A DISTANCE OF 25.88 FEET TO ANGLE POINT I TRACT 62: THENCE SOUTH 00°04'55- WEST. A DISTANCE OF 532.81 FEET ALONG THE TRACT LINE BETWEEN ANGLE POINT I AND 6 TRACT 62 TO THE NORTHERLY LINE Of THE RAILROAD RIGHT-OF-WAY: THENCE WESTERLY ALONG SAID NORTHERLY RAILROAD RIGHT-OF-WAY. SOUTH 85'12'40' WEST. A DISTANCE OF 534.16 FEET: THENCE CONTINUING ON SAID RIGHT-OF-WAY 695.69 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1821.48 FEET. WITH A CENTRAL ANGLE Of 21.53'. AND THE LONG CHORD BEARS NORTH 83°50'50' WEST. A DISTANCE OF 691.47 FEET: THENCE CONTINUING WESTERLY ALONG SAID NORTHERLY RAILROAD RIGHT-OF-WAY NORTH 72054'20- WEST, A DISTANCE OF 1095.52 FEET: THENCE LEAVING SAID RIGHT-OF-WAY NORTH 17°05'40- EAST, A DISTANCE OF 12.58 FEET: THENCE SOUTH 74900' EAST. A DISTANCE OF 968.39 FEET: THENCE NORTH 43945"46' WEST A DISTANCE OF 265.39' TO THE TRUE POINT OF BEGINNING. THIS DESCRIPTION DESCRIBES A CALCULATED AREA OF 18.5284 ACRES MORE OR LESS. SOUTH PARCEL A PARCEL OF LAND IN TRACT 62. TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN. STATE OF COLORADO ANO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT ANGLE POINT 3. TRACT 88, SECTION 12. TOWNSHIP 8 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, WHICH IS A MONUMENT WITH A 1924 GLO BRASS CAP: THENCE SOUTH 00°24'29' EAST. ON THE LINE BETWEEN ANGLE POINT 3, TRACT 88 AND ANGLE POINT 5. TRACT 62, A DISTANCE OF 270.30 FEET: THENCE NORTH 89935" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING: THENCE ALONG THE SCHOOL FENCE LINE SOUTH 87944' EAST. A. DISTANCE OF 176.97 FEET TO THE FENCE CORNER: THENCE CONTINUING ALONG THE SCHOOL FENCE LINE NORTH 02616' EAST. A DISTANCE OF 81.04 FEET TO THE SOUTHERLY THE RAILROAD RIGHT-OF-WAY BOUNDARY: THENCE EASTERLY ALONG SAID RIGHT-OF-WAY SOUTH 72054'20" EAST. A DISTANCE OF 1318.34 FEET: THENCE ALONG SAID RIGHT-OF-WAY ',LONG A CURVE TO THE LEFT, A DISTANCE OF 733.88 FEET. (RADIUS • 1921.48 FEET. :LTA - 21'53'. CHORD • SOUTH 83.50'50' EAST 729.43 FEET): THENCE ALONG SAID RIGHT -Of -WAY BOUNDARY NORTH 85`12'40- EAST . A DISTANCE OF 525.66 FEET TO A INTERSECTION WITH THE LINE BETWEEN ANGLE POINT I AND ANGLE POINT 6. OF TRACT 62: THENCE SOUTH 00904-55' WEST ALONG SAID TRACT LINE OF TRACT 62. 686.23 FEET TO SAID ANGLE POINT 6. WHICH IS A MONUMENT WITH A GLO 1924 BRASS CAP: THENCE NORTH 89'56'40' WEST ALONG THE LINE BETWEEN ANGLE POINT 6 AND ANGLE POINT 5 OF SAID TRACT 62. A DISTANCE OF 1533.92 FEET TO ANGLE POINT I. OF TRACT 68. WHICH IS A MONUMENT WITH A1924 GLO BRASS CAP: THENCE NORTH 89056'40- WEST ALONG THE LINE BETWEEN ANGLE POINT 6 AND ANGLE POINT 5, TRACT 62. A DISTANCE OF 1146.88 FEET TO A POINT WHICH 1S SOUTH 89'56'40' EAST. A DISTANCE OF 20.00 FEET FROM LAID ANGLE POINT 5. TRACT 62 WHICH FALLS IN THE COUNTY ROAD AND WHICH IS MONUMENIED WITH AN ALUMINUM CAP STAMPED -2376' SET IN CONCRETE: THENCE NORTH 00'24'29- WEST PARALLEL TO THE LINE BETWEEN ANGLE POINT 5, TRACT 62 AND ANGLE POINT 3. TRACT 88 TO THE T11UE POINT OF BEGINNING. THIS DESCRIPTION DESCRIBES A CALCULATED AREA OF 49.47 ACRES MORE OR LESS. THE DESCRIPTIONS AS DESCRIBED ABOVE HEREON CONTAINS A TOTAL CALCULATED AREA OF 68.01 ACRES MORE OR LESS, THE PROPERTY DESCRIBED ABOVE WAS CONVEYED TO VIVIANE THOMAS TRIMBLE BY THE DOCUMENT RECORDED IN THE OFFICIAL RECORDS OF PITKIN COUNTY IN BOOK 436 AT PAGE 472. THE PROPERTY DESCRIPTION WAS CHANGED BY THE STATE OF COLORADO ACOUISITION OF A PORTION FOR STATE HIGHWAY. THIS NEW PROPERTY DESCRIPTION EXCLUDES THE COLORADO STATE ACOUISITION. THE OWNER HEREBY SUBDIVIDES THE PROPERTY INTO 2 LOTS. I AND 2 THOMAS EMMA SUBDIVISION EXEMPTION. THIS DESCRIPTION WAS WRITTEN BY: LOUIS H. BUETTNER 0040 WEST SOPRIS CREEK ROAD BASALT, COLORADO 81621 927-3611 iER VIVIANE THOMAS ,P STATE OF s 1$5 COUNTY OF w --ZC C) THE CERTIFICAjj OF DEDICATION AND OWNERSHIP ABOVE WAS ACKNOWLEDGED BEFORE ME THIS DATE. 2000, BY VIVIANE THOMAS. FORMERLY KNOWN AS VIVIANE THOMAS TRIMBLE. MY COMMISSION EXPIRES: }- �-'- WITNESS MY HAND AND SEAL, e az _111, T i NOTARY"�PUBLIC LOUIS N. RUETTNEA SURVEYING OG40 'WEST SOPAIS CREEX ROAD BASALT. COLORADO 61621 970.9,27-3811 VICINITY MAP TITLE STATEMENT THE UNDERSIGNED. A DULY -AUTHORIZED REPRESENTATIVE OF A CORPORATE TITLE INSURER REGISTERED TO DO BUSINESS IN PITKIN COUNTY. COLORADO. DOES HEREBY CERTIFY THAT THE PERSON(S) LISTED AS OWNER ON THIS PLAT DO HOLD FEE SIMPLE TITLE TO ALL LIENS AND NCU ROHMES EXCEPT THOSE LISTED ON THE T ITEEIINSURANCE COMMITMENTS NO'S. -8' �" EFFECTIVE �.i• RESPECTIVELY. ISSUED BY PITKIN COUNTY TITLE, INC.. ALTHOUGH WE BELIEVE THE FACTS STATED ARE TRUE. THIS CERTIFICATE IS NOT TO BE CONSTRUED AS ABSTRACT OF TITLE. NOR AN OPINION Of TITLE. NOR A GUARANTY OF TITLE, AND IT IS UNDERSTOOD AND AGREED THAT PITKIN COUNTY TITLE. INC.. NEITHER ASSUMES. NOR WILL BE CHARGED WITH ANY FINANCIAL OBLIGATION OR LIABILITY WHATEVER ON ANY STATEMENT CONTAINED HEREIN. NAME: VtNCENT'.,J1_HI�ENS PITKIN COUNTY T,TLEJ INC. 601 E. HOPKINS AV£.r. ASPEN. COLORADO ii'� I STATE OF COLORADO )SS COUNTY OF PITKIN 1 THE TITLE STATEMENT HEREON WAS ACKNOWLEDGED BEFORE ME THIS DATE. 2000. BY VINCENT J- HIGENS AS PRESIDENT OF PITKIN COUNTY TITLE. MY COMMISSION EXPIRES: WITNESS MY HAND AND SEAL. NOTARY PUBLlq � �r SURVEYOR'S CERTIFICATE I. LOUIS H. BUETTNER. A REGISTERED LAND SURVEY. DO HEREBY CERTIFY THAT I HAVE PREPARED THIS PLAT OF THE THOMAS EMMA SUBDIVISION EXEMPTION AND 1041 HAZARD REVIEW SITE PLAN. THAT THE LOCATION Of THE OUTSIDE BOUNDARY, ROADS. AND OTHER FEATURES ARE ACCURATELY AND CORRECTLY SHOWN HEREON. THAT THE SAME ARE BASED ON FIELD SURVEYS AND THAT PLATTED SITE AND ROADS CONFORM TO 'THOSE ESTABLISHED ON THE GROUND..: r �, 2 LOUIS H. BUETT R ;' LS 13166 DATE It A PARCEL OF LA140 IN TRACT 62 OF SECTIONS 12 AND 13. TOWNSHIP 8 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN PITKIN COUNTY. COLORADO SUBDIVISION EXEMPTION AND 1041 M12AflD REVIEW 511E PLAN SHEET INDEX I CERTIFICATES 2 PROPERTY WITH LOTS COMMUNITY DEVELOPMENT DIRECTOR APPROVAL THIS PLAT OF THE THOMAS EMMA SUBDIVISION EXEMPTION AND 1041 HAZARD REVIEW SITE PLAN HAS BEEN APPROVED 8,4 COMMUNITY DEVELOPMENT DI FCTOR PER ADMINISTRATION DETERMINATION NO. - ; rbr THIS #_L DAY OF` 1.. t _. 2000 7 COMMUNITY DEVELOPMENT DIRECTOR BOARD OF COUNTY COMMISSI _RS APPROVAL AND DEDICATION THIS PLAT OF THE THOMAS EMMA SUBDIVISION EXEMPTION AND 1041 HAZARD REVIEW SITE PLAN HAS BEEN REVIEWED AND APPROVED BY THE PITKIN COUNTY BOARD OF COUNTY COMMISSIONERS THIS s... DAY OF "'- 2000. APPROVAL OF THIS PLAT IS SUBJECT TO THE TERMS AND CONDtT16N5 OF ORDINANCE NO AN AND IS SUBJECT TO THE TERMS THEREOF. ,r PITKIN COUNTY.~ AIRPERSYN BOARD Of COUNTY COMMISSIONERS CLERK AND RECORDER'S CERTIFICATE THIS PLAT OF THE THOMAS EMMA SUBOIVISION EXEMPTION AND 1041 HAZARD REVIEW SITE PLAN IS ACCEPTED FOR RECORDING 1N THE_OFFICE OF THE CLERK AND RECORDER OF-PITKIN COUNTY. COLORADO THL-S,� DAY OF IY IN PLAT BOOK r - AT PAGES �TO JJ+11) RECEPTION NO.71Y AA Al - -- CLERK AND RECORDER _ . 1 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE TEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN ND EVENT. MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. SHEET I OF 2 11 b z 0 I : 9 000032 =0 . .... _.I, :. ... ..... .,_. .... a.. r e 9 L SCALE • 200' 0 100 300 - SOP FOUND GENERAL LAND OFFICE BRASS CAP MONUMENT ON I' PIPE MARKED AS SHOWN HEREON n SET 5/8' STEEL ROD WITH YELLOW PLASTIC CAP MARKED BUETTNER 13166 A FOUND 5/8' STEEL ROD SET IN CONCRETE WITH ALUM. CAP MARKED 0, PESMAN 2375 0 FOUND COLO DEPT OF HIGHWAYS 3.25' ALUM MONUMENT ON ALUM ROD WITH MARKING AS SHOWN HEREON CUpVE DATA (RECORD) C I ARC - 695.69RADIUS • 1821.48' DELTA 21'53' CHORD • N 83'50'50' W 691.47- C 2 ARC - 733.88' RADIUS - 1921,48' DELTA 21.53' CHORD - S 83°50'50' E 729.43' WW `L7 AP 3 TRACY 88 1924\.P ^ r MONLWIENT 4ESTROYED� O o 1' ni O BY COLO DEPT OF ,)5 (0&40 HIGHWAYS Ay d' Pw TIE 4 00'24'29' E 14", A N 270.30' \ Q• C.• \ GO�4��OOQ 4.GI04 \,N OSIo,�.. 81 6 IF 404C TIE N 89'35"3(- E $ 87144�)ftO 4 P,••_ —.-{A 20.00' 176.97' ECORD d FIELD c0 Q AND TELEPHOOE LjNESw- W o Qw 9 ?D' TELEPHONE EASEMENT SEE NO E �a 44'28"25' W 269 12' FIELD 4 o, a LL _ o w z m m z PER BOOK $70 AT PAGE 317 N 89°43' E 25.88' RECORD AND FIELD OI w w N � Y 0 0 E 9T. J V f�ii�iil MARKED AP I . W nN� pp a n •8 wr -4 P _ P �i b� OVERHEAD POWER PO=E R o�� It10 SZ s w t� a o fi Vw 4 a II_ ^• � � W W rn 00 b rc A PARCEL OF LAND IN TRACT 62 OF SECTIONS 12 AND 13. TOWNSHIP 8 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN PITKIN COUNTY. COLORADO THOMAS EMMA SUBDIVISION EXEMPTION AND IOCI NG24flD REVIEW SITE PLAN OaO O � L \0 �1 ek 4 Aha A Y 1p Ci 4' 2 1� $ 01443'00- W 223.32' p4y 9 RECORD 4 FIELD EMCROACHMfNT ON t /,. ADJOINTR 7 30. °OLEO' 20 aROyy AfC�k� q � 10 4� QND FIFLp � , q, H M SUPPLY OITCH z 10 �' x 0 � 0 R Q � % m AND TELEPHOOE LjNESw- W , i_ — aECORO 9 ?D' TELEPHONE EASEMENT SEE NO E �a 44'28"25' W 269 12' FIELD M `- o, a LL ^ w �' Tp0•t FIE>0 PER BOOK $70 AT PAGE 317 N 89°43' E 25.88' RECORD AND FIELD o w w FENCE O o E 9T. -� FOUND 5/6' STEEL ROD NTC SET CONCRETE' MONUMENT MARKED AP I n e n n a n T3°64� N P _ P TR 62 AP 4 TR 61 n M� $ BUILDING c 73'S3� /fovER OVERHEAD POWER # TSS R87W 1974 r$ ~ n n sY- i�'i PM•E L 1 NE S - Qq4, d z z W� �� �r 30' ELECTRIC EASEMENT S• K 1q'14, 3t' E FENCE 3 (3 ACRES( BOOK 561. PAGE 178 SECTION 12 z z Lot I � . LOT �l 10" MOUNTAIN STATES TELEPHONE m SECTION 13 \ ESS EASEMENT SEE NOTE S EASEMENT ' w VR' 30. °OLEO' 20 aROyy AfC�k� q � 10 4� QND FIFLp � , q, H M SUPPLY OITCH z 10 �' x 0 � 0 R Q � % m AND TELEPHOOE LjNESw- , i_ — _- r:ul T �a 44'28"25' W 269 12' FIELD 18.53 ACRES MORE OR LESS LL POSSIBLE ENCROACHMENT YARD �' Mv'i i BY SALVAGE o FENCE 2 o N ORO LOT B' w BUILDING ~ 4 r W54,06, E ENVELOPE W� S• K 1q'14, 3t' E (3 ACRES( Lot I � LOT �l `{ w VR' I N 90'i4•?i' � 1 9.99 ACRES MORE' ON LESS I} tDT I loas.rS. I 0' r w w FOUND ROUND TOP 116. N 89'56'40' 40t W 1146.88' RECORD oP TOP OF N 84'57'59' W 1147 48' FIELD s 1x 6 a o FENC9 POST m x 4 A o c a Q Y w V O z K N D LOUIS H. BUETTNER SURVEYING 0040 WEST SOPAIS CREEK ROAD BASALT. COLORADO 81521 9f0.937.3bi1 — MARKeo`I�o"� _ 4�U NORTHERLY PORTION OF vMi BOOK 497. PAGE 445 N 43.45"46' W 265.39' RECORD FATHERING PARCEL r:ul �a 44'28"25' W 269 12' FIELD 18.53 ACRES MORE OR LESS LL POSSIBLE ENCROACHMENT YARD PART OF Mv'i i BY SALVAGE o FENCE 2 o V ORO LOT B' w 1 _ �F SEE NOTE 7 SOUTHERLY PORTION OF FATHERING PARCEL 39.4/7 ACRES MORE OR LESS MONUMENT MARKED AP I TR 68 S 13 T8S R87W 1924 TERRY KOLADISH JAN HAUGEN P. 0. BOX 1359 BASALT. COLORADO RAILROAD TRACKS PART OF LOT 2 S 85'12'40' W 534. ti z N 85'12'40' E 525.66' ..,-tAon AND FIELfl__„ HOME SUPPLY DITCH N 89'56-40- W 1533.92' RECORD N 89°56'29' W 1533.07' FIELD U. S. GOVERNMENT GRANGE FAMILY RANCHES LLC 406 W. CODY LANE BASALT, COLORADO FENCE MONUMENT MARKED 6 TR 62 AP5TR61 S 13 T86 R87W 1924 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER- YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT. MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COW14NCE0 MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. NOTES I. AN ORIGINAL PLAT (MAP) PRINT PREPARED AS A PICTORIAL REPORT OF SLRVEY BEARS AN ORIGINAL (INK] SIGNATURE AND SURVEYOR'S SEAL. REPRODUCTION COPIES OF A PLAT (MAP) PRINT SHOWING SURVEYOR'S SIGNATURE AND SEAL MAY CONTAIN FRAUDULENT. INCORRECT, ERRONEOUS. OR MISLEADING INFORMATION. POSSESSION OF SUCH REPRODUCTION COPIES AND THE USE OF THE INFORMATION THEREON IS UNAUTHORIZED BY SURVEYOR, DOCUMENTS PREPARED BY SURV{';OR AND WITHOUT A SIGNATURE AND SEAL ARE TO BE VIEWED AS PRELIMINARY WITH ALL INFORMATION SHOWN SUBJECT TO CHANGE. 2. THIS IMPROVEMENT SURVEY IS BASED ON THE DESCRIPTION (EXHIBIT 'B'). OF THE DISTRICT COURT JUDGMENT AND DECREE RECORDED IN BOOK 436 AT PAGE 472 OF THE OFFICIAL RECORDS FOR PITKIN COUNTY. COLORADO. A TYPOGRAPHICAL ERROR WAS CORRECTED FOR A MATHEMATICAL CLOSURE OF THE DESCRIPTION. ADDITIONAL DOCUMENTATION USED IN PREPARING THIS SURVEY. BOOK PAGE GRANTEE 3 310 THE DENVER AND RIO GRANDE RAILROAD 61 489 THE DENVER AND RIO GRANDE RAILWAY 148 434 JOINT SCHOOL DISTRICT NO. 3 158 142 MRS. EMMA BRAY 170 657 EMMA COMMUNITY TRUST 199 288 LEONARD M. THOMAS 234 360 WILBUR 6 MARY LOU ZORDEL 250 109 DEAN d RAMONA PULVER 257 666 GLENWOOD INDUSTRIAL BANK 267 619 PITKIN COUNTY DISTRICT COURT 274 677 JOHN D. WOOLLEY 283 578 SHERIFF'S DEED TO JOHN D. WOOLY 349 835 SANDRA SUHRKE 456 833 TERRY KOLADISH 6 JAN HAUGEN 497 442 STATE OF COLO. HIGHWAYS 497 445 STATE OF COLO. HIGHWAYS 497 447 STATE OF COLO. HIGHWAYS 561 - 178 HOLY CROSS ELECTRIC ASSOC, 570 317 MOUNTAIN STATES TELEPHONE 3. THE BASIS OF BEARINGS FOR THIS SURVEY WAS THE RECORD BEARING OF SOUTH 89. 38' WEST BETWEEN FOUND GENERAL LAND OFFICE BRASS CAP MONUMENTS AT ANGLE POINT I. TRACT 62 AND ANGLE POINT 4. TRACT 88. SECTIONS 12 AND 13. TOWNSHIP 8 SOUTH. RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN. THE BASIS OF LOCATION FOR THIS SURVEY WAS ANGLE POINT I. TRACT 62. 4, THE BEARINGS AND DISTANCES MARKED RECORD HEREON ARE FROM THE DISTRICT COURT JUDGMENT RECORDED IN BOOK 436 AT PAGE 472. THE BEARINGS AND DISTANCES MARKED AS FIELD ARE THE MEASURED BEARINGS AND DISTANCES SURVEYOR MADE BETWEEN THE FOUND OR SET MARKERS AT THE ENDS OF THAT PROPERTY COURSE. 5, THIS PROPERTY IS LOCATED ON THE PITKIN COUNTY. COLORADO AND INCORPORATED .AREAS. NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP DATED JUNE 4. 1987. COMMUNITY -PANEL NUMBER 08097 CO 051 C, THE PROPERTY IS WITHIN THE ZONE 'X-. OR IN THE AREA OUTSIDE THE 500 -YEAR FLOOD PLAIN. 6. NO ATTEMPT WAS MADE BY SURVEYOR AS PART OF THIS IMPROVEMENT SURVEY TO OBTAIN OR SHOW DATA CONCERNING EXISTENCE, SIZE. DEPTH. CONDITION. CAPACITY. OR LOCATION OF ANY UTILITY OR SERVICE FACILITY FOR THIS PROPERTY. FOR INFORMATION REGARDING THESE UTILITIES OR FACILITIES, PLEASE CONTACT THE APPROPRIATE AGENCIES. 7. SUR`,:YOR DID OBSERVE ENCRCACHNENTB CN THIS PROPERTY B-1 ADJCINERS AND OTHERS. THE DEED DESCRIPTIONS ON THE DOCtMENTS RECORDED IN BOOK 436 AT PAGE 472 AND BOOK 274 AT - PAGE 677 OVERLAP. BECAUSE OF THIS OVERLAP THE STATE ACOUIRED THE SHADED AREA FROM THE OTHER PARTY. SURVEYOR HAS FOUND NO RIGHT - OF -WAY GRANT FOR THE POWER LINES EXCEPT FOR THE NEW GRANT IN BOOK 561 AT PAGE 178. THE COLORADO DEPARTMENT OF HIGHWAYS NEW FENCE INFRINGES ON THE NORTHEASTERLY PROPERTY CORNER. SURVEYOR INTERPRETS THE DEED TO THE DENVER AND RIO GRANDE RAILROAD. BOOK 3 AT PAGE 310. TO GRANT A RIGHT-OF-WAY ON PROPERTY OTHER THAN THE PROPERTY THE TRACKS ARE OCCUPYING. THE FENCING ALONG THE EASTERLY BOUNDARY NORTHERLY OF ANGLE POINT 1. TRACT 62 IS ENCROACHING THE PROPERTY TO THE EAST SY APPROXIMATELY 25 FEET. ALL THESE ENCROACHMENTS SHOULD BE EXAMINED BY AN ATTORNEY. 8, THE TWO (2) RIGHT-OF-WAY EASEMENTS DESCRIBED AS 'THE NORTHERLY TEN (10) FEET IN SAID GOVERNMENT TRACT ...- ON THE DOCUMENT RECORDED IN BOOK 570 AT PAGE 317 OF THE PITKIN COUNTY RECORDS IN SURVEYORS OPINION ARE NOT LOCATABLE. THE DESCRIPTION DESCRIBES THE SOUTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY NO. 82. BUT DOES NOT STATE WHICH SIDE OF THE LINE THE 10 FOOT AREA SHOULD BE LOCATED. 9. THE HOUSE SIZE IS LIMITED PER ORDINANCE NO. ALL IMPROVEMENTS. INCLUDING DRIVEWAY ACCESS SHALL BE A MINIMUM OF FIFTY (50 ) FEET AWAY FROM THE HOME +SUPPLY DITCH. THE PROPERTY MAY NOT BE FURTHER SUBDIVIDED-. ALL PERMANENT BUILDING IMPROVEMENTS. (FENCING EXCLUDED). SMALL OCCUR WITHIN THE DESIGNATED BUILDING ENVELOPE. 41 000031