Loading...
HomeMy WebLinkAboutPitkin.EH.264321301003 (2019)Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2643-213-01-003 OWTS Use Permit #: 0042.2019.POWU Date Issued: 7/15/2019 Issued By: Bryan Daugherty Expiration Date: 7/15/2020 Owner(s): Curtis Sanders Property Address: 402 Upper Ranch Rd Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 6/27/19 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit 2 Compartment concrete tank Single Compartment dosing tank 2000 gallons 500 gallons Secondary Treatment Unit Absorption Area Gravelless Chamber beds (2) 12’ x 40’ Other System Components Pump OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re -evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 97038 Date of Issuance: 7/15/97 Date of Final Approval: 7/25/97 # of Bedrooms or fixtures served by OWTS: This system is designed to serve 4 bedrooms Operational Status: According to the inspector’s observations on site, the system appeared to be functioning as designed. The tank was in watertight condition with tees and baffle in place. The dosing tank was also in good working order as well as the pump. The high water alarm was both audible and visible. The field area did not show any signs of failure. Inspector Recommendations: Inspector recommends adding risers to the 2000-gallon tank and adding an effluent filter to the outlet of the tank. Department Recommendations: Continue maintenance as needed. Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. 7/11/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/1?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1638717509638025294&simpl=msg-f%3A16387175096…1/3 Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application noreply@civicplus.com <noreply@civicplus.com>Wed, Jul 10, 2019 at 5:53 PM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 2643-213-01-003 Physical Address 402 Upper Ranch Road Residences 1 No. of Bedrooms 4 Square Footage of each Residence 2580 Purpose of Use Permit Remodel/Addition Lot 8 Block 1 Filing 2 Subdivision Brush Creek (Section Break) Primary Contact Information Primary Contact First Name Curtis Primary Contact Last Name Sanders Primary Contact Email Address csanders@sah.com Primary Contact Address 402 Upper Ranch Road Primary Contact Phone Number 9703000114 Primary Contact City Aspen Primary Contact State Colorado Primary Contact Zip 81611 7/11/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/1?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1638717509638025294&simpl=msg-f%3A16387175096…2/3 (Section Break) Owner Information Primary Contact is Owner?Yes Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment caitisanders@yahoo.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? No Inspector First Name Field not completed. Inspector Last Name Field not completed. Inspector Email Address Field not completed. Inspector Mailing Address Field not completed. Inspector City Field not completed. Inspector State Field not completed. Inspector Zip Field not completed. Inspector Phone Number Field not completed. Inspector Fax Number Field not completed. (Section Break) Uploads Pitkin County Inspection Form 402 Upper Ranch Road Inspection Form.pdf Site Plan 402 Upper Ranch Road OWTS Site Plan.pdf Floor Plans Sanders Floor Plan Sketch.pdf Additional Reports, etc.Field not completed. Comments or additional information: Field not completed. PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. 7/11/2019 Pitkin County Mail - Online Form Submittal: Property Sale/Remodel Use Permit Application https://mail.google.com/mail/u/1?ik=c2c72bb885&view=pt&search=all&permmsgid=msg-f%3A1638717509638025294&simpl=msg-f%3A16387175096…3/3 Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. Email not displaying correctly? View it in your browser. Owner's Name: Address: Parcel Number: Inspection Date: Pitkin County Systems Inspector License Number: QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied?YES NO If NO, how long has the home been vacant? How many bedrooms are in the home? RECORDS: Were system records available from Pitkin County?YES NO If YES:Permit number: ___________ Date of Final Approval: _________ # of bedrooms permitted: ___________ Was an as-built drawing available?YES NO Is the as-built drawing accurate? YES NO If NO: SITE CONDITIONS: Proper grading, no evidence of erosion?PASS FAIL Improper vegetative cover?NO YES Evidence of compaction such as heavy machinery or livestock?NO YES Improper discharges such as straight pipes?PASS FAIL Evidence of high ground water?NO YES Snow cover present?NO YES Any question marked FAIL will require correction before an OWTS Use permit is issued. If secondary treatment is used, who is the maintenance provider? Complete a drawing of the system on last page of this form as accurately as possible. Email: Inspector's Name: Business Name: A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form Inspection form for continued use of an existing OWTS Website: Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Phone Number Page 1 TANK: Tank capacity gallons gallons gallons Tank material # of compartments Date of last pumping Lids/risers in good condition Risers to grade Riser height Riser condition/watertightness Inlet sanitary T/baffle Outlet sanitary T/baffle Effluent filter (if part of design) Condition of tank material Tank was pumped for inspection If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment)inches inches inches Sludge level (1st compartment)inches inches inches Scum level (2nd compartment)inches inches inches Sludge level (2nd compartment)inches inches inches Backflow (if pumped) Midtank baffle Watertightness PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present?YES NO If YES, is the pump/dosing siphon functioning properly?PASS FAIL Does the pump/wiring/dosing siphon appear to be in good condition?PASS FAIL Is the high water alarm working, both visible and audible?PASS FAIL SECONDARY TREATMENT: Is a secondary treatment unit present?YES NO UNKNOWN If YES, does the unit appear to be in good working condition?YES NO Does the owner have a current maintenance contract for the unit?YES NO UNKNOWN Maintenance Provider:_______________________________________Phone:________________________ ABSORBTION AREA: Effluent surfacing?PASS FAIL Evidence of past surfacing?NO YES Surface dampness?NO YES Excessive odors?NO YES Field location verified by observation ports or probing:Ports Probing Liquid in observation port?NO YES If YES, record depth:inches Distribution Box or ADV part of original design?YES NO UNKNOWN If YES, is it accessible from grade?YES NO Is it level and in good condition?PASS FAIL If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. Tank 1 Tank 2 Tank 3 Page 2 Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the continued use of the system: Were any repairs done as a result of this inspection?NO YES If YES, please describe the repairs. Licensed Systems Inspector Signature: Additional Notes: To the best of my knowledge and training, the information collected in this inspection is accurate as of __________________, 20____. Clearly label any pictures and attach them to this form. Page 3 CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com July 5, 2019 Curtis Sanders csanders@shermanhoward.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 402 Upper Ranch Road Pitkin County, Colorado Curtis, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 402 Upper Ranch Road, Colorado on June 27, 2019. The legal description of the 2.09-acre property is Lot 8, Block 1, Filing 2, Brush Creek Village Subdivision. The permit and record drawing were provided by Pitkin County Environmental Health Department (Parcel ID #2643-213-01-003). The subject OWTS consists of one 2000-gallon, two-compartment concrete septic tank followed by a 500-gallon dosing chambers with a siphon. Effluent is dosed to two gravelless chamber beds, each with 3 rows of 10 ‘Standard’ Infiltrator® chambers. Individual Sewage Disposal System Permit 97038 documents this system. The system was sized to accommodate 4 bedrooms. The permit received final approval on September 16, 1997. The septic tanks are located to the north of the residence, below the driveway. All manhole lids were accessible from grade. There are in a slight depression. Adding risers to the manhole lids would minimize the depression. Both inlet and outlet tees were present on the 2000-gallon septic tank. We recommend installing an effluent filter on the outlet tee of the septic tank. If installed, this filter must be cleaned annually, or as needed. Levels in the septic tank were normal at the time of our inspection. Solids in the tank did not warrant pumping. We did not observe the dosing siphon dose but staining on the walls of the chamber showed the fluctuation of the water levels. There was no evidence of malfunction. We did observe deterioration of the concrete on the side of the chamber, near the elevation of the water level when the siphon activates. There was no evidence the chamber is not watertight. We walked the approximate STAs. They are located on a very steep slope to the north of the septic tanks. Inspection ports were observed, and all were found to be dry. We found no evidence of surface saturation or failure at the time of our inspection. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Add risers to manhole lids on the 2000-gallon septic tank to minimize the depression. • Install effluent filter on outlet tee of 2000-gallon septic tank. If installed, the filter must be cleaned annually, or as needed. A completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications must be submitted to Pitkin County Environmental Health Department electronically. The following is the link to the required OWTS Use Permit Application: https://pitkincounty.com/FormCenter/Environmental-Health-18/Property-SaleRemodel-Use-Permit-Applicat- 70 Within the application, you must attach the Inspection Form where “Pitkin County Inspection Form” is requested, the OWTS Inspection Packet where “Site Plan” is requested, and Floor Plans where “Floor Plans” are requested. Floor plans may be hand drawn and must represent number of bedrooms or potential bedrooms in the residence. All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 Septic tank lids (note depression) Inlet tee outlet tee (recommend adding filter) Dosing siphon Staining on side of chamber from siphon cycles Deterioration or concrete on side of chamber STA good vegetative cover STA inspection ports (dry) 402 Upp er Ran ch Road Legend 402 Upper Ranch Rd 100 ft N ➤➤ N 4 i•+ir l'i'v ii i iiii i . a S.61vyAa 130 SGalena St., AspenColorado 8111 Q Phone 970-990- 1070/Fax 970-920-5039 00 oornlit ¢ (J Parcel 10 # y L)-- Perrnit For: New Installation ( ) Repair (X) Remodel ( ) Emergency Use( ) I r Name of OWNER i- / / vvq • CKf d++tit /8N k. J, %B It Tr Street Address r [ p / QOwner's Mailing Address J 1` Aeo 0/ 7896/ Apr 4' V r- /V Ol kle Z Business Phone: S D- ,? S/- 7 ! b 5 Home Phone: Legal Description: Lot _ ,Block F% I % 2— Subdivision )f1 --d (I LPl Size of lot: acres Type of proposed structure: Size of bldg. envelope: uTotalarea/livinq space (sq. ft): Ll 9 O # of Bedrooms, offices and similar size rooms: r Caretaker Unit : 1 )Attached ( )Detached ( ) Total area/living space of caretaker umt(sg ft.) ( 1 # of Bedrooms. offices and similar size rooms Primary Contact Person X9 P i_ tS G ham/ 1 R r+dWh wI [f 8i"/S IContactNlailingAddress7 4 7.?/rFy t 1ZL/ 4 y-/EnwI fdi piyS LO Q -7 Q a' Business Phone : 9 ]D- rys=yvysCell Phone : 57'7 //J f- / Fax: Water.( )Private well ( )Spring ( )Stream VQ Community/Public (Name of Is Proof of Adequate Water Attached ( Required) ? ( ) Yes ( ) No ( A water quality test and well pump test or approval letter from community system) Has this project 6e:;n approved by Pitkin County ? ( ) Yes ( ) No Is a copy of the floor plan attached ( Required ) ? (n) Yes { ) No Is a copv of the site oian attached (Required) ? ()Q Yes ( ) No u "A y j h 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 infoirnation on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes. waterlines. springs, suction or irrigation Tines, drinking water cistern.;, drain tiles, irrigation ditches, lakes• water courses, streams. floodplains, dry gulches, and existing septic systems. I acknowledge that any false or pursuant to Pitkin County codes. No construction may be undertaken until ail approvals and permits have been obtained. The owner assumes all responsibil *les in case of failure or inadequacy of this system. ,., j , • Signaturo of applicantri"' I '/ f/V' ^ Date G % FarQenanmarnu ebelaw------------------ ya c;Z PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM Design Criteria of system to be Installed Any changes must be submitted and approved in writing) Perr• Rate min per inch . Profile Hole Depth O feet Septic tank capacity: % ",75- Z) gallons Absorption area: •' t sq. ft. 6) 19 ? An inspection is required prior to backfill pit any component of the di tributfon system. a- d Dezign by Engineer Required ?Yes ( ) No All plans and specificati nHscftheengisneermustbefollowed. Any changes must be approved by the Aspen/Pitkin Envirommntal HealtMf Department in writing and the engineer must certify the final installation to the Environmental Health Department in writing. 17 J i Permit approval by: Date 7 !i Plans and s„ ew:caticns of the proposed individual se g disposal system have been r sewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to oerforr the a,crk indicated in accordance the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit eras issued unless system construction has commenced or an extension has been approved in writing by the Department. As -Built drawings mu h' eluded with t 's ermit be A he final approval willbe issued. Installer: aq Et. Receipt # . 1 Site Plan We!I Permit and Soils Test Z)1-qq Date received / Floor Plan Water Quality Test or S ate Info Complete Received by Comm Jev Approval Water System Letter 3 Final Insp Requested Final Inspect "on Approval. Cavo- q h&l I i a ' ' `'-- «- Jae'- Q "U, U w C a y _ r3-©-003 Aspe, i Pitkin Environmental Health Department Contact Log Sheet Name: m S fl k V ti i-; Parcel ID#: r Address: D O 2 Date Person Spoken To Comments / Action to be Taken Initials UA, lei1 a 1 1 to Y h _ r i i / ter Y t 4v -z) s d 1 Ike SAL J42141 Ll, vl OZ C1 JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 113 9TH STREET, SUITE 214 P.O. BOX 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 PHONE: (303) 945-2550 FAX: (303) 945-1410 February 10, 1997 Attn: Nancy McKenzie Pitkin County Environmental Health Department 130 South Galena Aspen, Colorado 81611 0 ENVIK- ,11"" , i .._ ASP5N ! P" rluN Re: Septic system design at 402 Upper Ranch Road, Lot 8, Brush Creek Village, Filing 2. Dear Ms. McKenzie: Jerome Gamba & Associates, Inc. performed the final inspection for the Individual Sewage Disposal System at 402 Upper Ranch Road on February 8, 1997. All components of the system were properly installed according to the design plans provided by JGA and approved by the Pitkin County Environmental Health Department. We were able to fill and test the dosing chamber and it functioned properly as did the piping and manifolds leading to both leach fields. If you have any questions, please feel free to contact us. Sincerely E. FA96464-1 Whl-inspect.doc ISDS, 402 Upper Ranch Road February 10, 1997 Page 1 of 1 t - 4 Am- ASPEN/PITRIN ENVIRONMENTAL HEALTH DEPARTMENT 130 South Galena, Aspen CO 81611 3 03) 920-5070 SOIL DATA FORM PROPERTY ADDRESS i Z 41,A" kat r 4. LEGAL DESCRIPTION Loo 5,//rt!({{' F ll tl>^+tSh C^ePK VI`(it je PROPERTY OWNER: NAME, r r r _ / p ADDRESS S o l/ i A-,8.16 les_ A7, PHONE 5.2 D-2$1-- 7e 5 - Note: Percolation Test Result Form and Site Plan must be submitted with this form. Percolation and'profile holes should be located within a 1200 square foot area'of the proposed septic system. For .lots <5 acres the site plan must include the entire lot. x Location of percolation and profile holes must be mapped adequately and identified with, -stakes, flagging, etc. Percolation holes must be identified,as.#1,#2, and 117'3_ Saturation and Swelling Smeared surfaces removed: Ycs No Sand or gravei added: Yes No Datc and Lime presoa}: water added, 6 '9'97 5- p•""' Amount of pr,_soak water added (gallons): A fwf Dzcc and time percolatica test is smiled: b -R-Z 7 I OW a,,. Did water remain in ttole after the overnight swelling period: bole 1 __Ycs A No Hole 2 Yes No Hole 3 Ycs No I Percolation Patc Nfcasuremcnt Pcrcolatior; Ratc (Run./in-; (-Lott i _ l {ole 2 dole 3 A vc i arc______ roundwater: Encountered @ _ feet Estimated depth to maximum seasonal water table if not cncountercd in profile:__ Is arra believed to be subject to seasonal fluctuations which could result in a seasonal water table within 8' of surface? Yes _.X—No Slope determination in absorption area the (direction) Bedrock: Encountered @ _few, Estimatcd depth if not encountered is pro file: Type of bedrock: Sandstone Clayswnc Siltstonc S t`e other Is bedrock fractured or weathered? Yes No Is bedrock bcticVcd Lo b -C t:crmcal;lc? Pert rate c60 rrnin.hn.) a to DC _Ycs 1 y F. 1'E`N/11I-I'K!N I NVIRONM.EiN AL I-MiALTI-; DEI'Ar:"1':,;MN'r i30 ISOUlll Cal cCnn e;I CO Percolation Test Result Fort» Note pct., , Qet"it1 No. t_en 0h of Interval Water . a,cr rJ pth Start rWater r , i rnJ End Drop In Wa;c+ L_val Pr'rc i tonU.a nate @ %na, irl.? mirk) of intecva! of Irtterva rn. iitrvat 9 7 l n ll7 211-0 119 7,0 2 l yo Z 5 34°`' ji ihsDse 72-0 33r 2010 p fD d T 4 5 74- u -'re, Sk wi filter f=ield Notes shall be recorded on this form or in this format, typed Cupir,c 'Ni fieid record- ne submitted on this form. A four haus test nrlst be conducted unless (a) water remai:}, in the holS after the presoaf< i^ Vhich case one 30 min. interval is sufficient, (b) the first 6" of water seeps away in <3urninutesinwhichcaseaone-hour !C st of 6 - 10 minute timz interval.; may be used, (c) the testisbeingconductedIn ;and in which case a once hour test or S - 10 ritirt;re tune into: gals mayUsecl, (dj t1,reG UCcessive wat r !Pvrni drops do not v;?ry by more ;!}; /; 6 itl h ;r, v ' m i- usc L two hour test may be conducirci 3 ii 4 i Profile Hole Information soils must be classified by soil type, 2 3 L ' 5 V 0 8 9 Mt*n!i 10 Certification I cerci Py that the above information is correct and complete to the best of jli ed s d that all tests were perfQrmad in accordancvisions vL' the AsQan/Pitkin Health epartmerl e ations TitlQ X by myselfor under my supervis' t;tnaY tgnawre der& n a w,-4 ql- /7 SS Company Name P e de I i'Q—T 1, o S C _ydo z Addiess y10-qys= FY (2 Phone 2 Date INDI'6TIDAUL SEWGAE DISPOSAL SYSTEM PREPARED BY: Jerome Gamba & Associates, Inc. JEROME GA bA & ASSOCiHiES, IivC. UUNSULI!NU LNUINLCHS & LANU SUHVLYUHS ISDS Maintenance 13 INDIVIDUAL SEWAGE DISPOSAL SYSTEM OPERATION AND MAINTENANCE The followingtips and suggestions are intended to increase the useful life of your engineered sewage disposal system and to prevent disposal system failure due to neglect and abuse. MINIMIZE THE LIQUIDS Wastewater that enters the system can be minimized by practicing water conservation practices within your home. The less wastewater you produce, the less wastewater there will be to treat and dispose. 1. Repair leaky fixtures. Check the toilet by dropping food coloring dye in the tank and see if it shows up in the bowl prior to flushing. 2. 'Nash clothes only when you have a full load. 3. Take short showers instead of baths. Don't turn on the shower all the way and turn it off while lathering. 4. Install and use water saving fixtures and devices in your bathrooms, laundry rooms and kitchens. 5. Do not let the water run while washing, shaving, brushing teeth, rinsing vegetables, dishes, etc. Use a stoppered basin where possible. 6. Provide adequate drainage around the engineered system area to divert surface runoff from higher ground during storms or winter snowmelt. MINIMIZE THE SOLIDS Septic systems are "anaerobic" treatment systems. Digestion of solid materials is very slow and requires air or "aerobic" conditions to "disappear". The less material you put into the system, the less often it will require pumping. A good rule to follow is: JEROME GAMBA & ASSOCIATES. INC. CONSULIINU ENUINEERS & LAND SURVETORS ISDS Maintenance 23 Don't use your septic system for anything that can be disposed of in some other way" 1. Avoid using a garbage disposal. Throw out scraps and other garbage with the trash. 2. Collect grease in a container rather than pouring it down the sink. 3. Minimize the disposal of paper products into the system. Nondegradable items such as disposable diapers, sanitary napkins, tissues, cigarette butts and paper towels are especially harmful to the system. 4. Only three things should go into the septic tank: Human Wastes; Toilet Paper; and Water. 5. Ordinary household chemicals (bleaches, detergents & soaps) will not hurt the bacteria in your system when not used in excessive amountc. 6. DO NOT DISPOSE OILS, PAINTS, THINNERS OR OTHER TOXIC LIQUIDS INTO YOUR SYSTEM. SEPTIC TANK ADDITIVES Advertised chemical additives, bacteria, enzymes, etc. do not help solids breakdown in the septic tank and should not be used to reduce the need for pumping the septic tank. REGULAR INSPECTIONS Septic Tank: To inspect the septic tank, remove the manhole cover at the inlet end of the tank. Use a shovel to push the scum layer away from the side of the tank and estimate it's thickness. If the scum layer is 12" thick or more, arrange to have the septic tank pumped immediately. Replace the cover and wash off the shovel and your hands. For an average 3 or 4 bedroom residence, the pumping interval for the septic tank is JEROME G_ INAMEA & ASSOCIATES, NC. CONSUL U ENG NE_RS & LAND SURVE'T'VRS ISDS Maintenance 33 usually between 2 and 4 years. Annual inspection of the septic tank should become part of your overall home maintenance routine. Dosing Tank or Pump Station: To inspect the dosing tank, follow the same instructions for the septic tank. However, there should not be a scum layer or sediments inside the tank. Check to see if the water level markings are consistent on the side of the tank. Variability indicates that the siphon or effluent pump is not operating properly. If the water level is near the top of the markings, wait for the siphon or pump to operate and watch for problems. The siphon has an overflow pipe in which the effluent will flow out of the tank by gravity. Should this be occurring, have the tank pumped and check the siphon openings to see if they are plugged. Filter Mound or Trench: Check the observation tubes regularly. Standing water near the same elevation as the natural soil surface (or higher) may be an indication of trouble. Look for seepage or excessive wetness near the base of the filter mound or trench area. SUMMARY A general inspection of the septic tank, dosing tank (or pump station), filter mound or trench area should be made each year. These inspections are best made during the wet season of the year. If these items are not routinely inspected, solids can carry over into the disposal areas from the septic; tank and clog the system resulting in system failure and health hazard risk. In areas with potentially high ground water, the septic tank should be pumped during low water months such as September, October, and November. Pumping during high water months may cause the septic tank to float out of the ground. JEROME GAM_BA_ & ASSOCIATES, INC. CCXI SULI iNG CNGNEERS & L i1 D SURVEYORS F O R M NO. STATE OF COLORADO mss For Office Use only GWS -9WS- OFFICE OF THE "T/ ENGINEER 818 Centennial Bldy,31_,y_ herman St., Denver, Colorado 80203 303 866-3581 TYPE OR PRINT IN BLACK INK WELL ABANDONMENT REPORT To Report Plugging and Sealing Wells) PERMIT NUMBER OF PLUGGED WELL 1. INDIVIDUAL/COMPANY RESPONSIBLE FOR PLUGGING NAME(S) Mailing Address % City, St. Zip / Phone () /7 ' 4 /' '9 2. ACTUAL WELL LOCATION: COUNTY % 667 k iN PROPERTY ADDRESS D W $ /5 Address) O (City) (State) (Zip) 1/4 _1 /4, Seco 21 Twp. j N. ®S., Range 0 Y FIE. ® W. 6 P.M. Distances from Section Lines 40 Ft. from F] N. ® S. Line, )- 300 Ft. from 0 E. or MLtSJW. Line 3. 1 (we), report that an existing well was plugged and sealed for the following reason(s): The well was plugged and sealed as required under the conditions of approval of Well Permit No. The well was not in use and was plugged and sealed. Other (please explain) 4. The well was plugged and sealed according to the Water Well Construction Rules on--Jci,2 L 16 '190-7. 5. The well was plugged'with the following materials placed at the indicated intervals: AMOUNT AND TYPE OF MATERIAL MEET,[HOD/ OF PLACEMENT INTERVAL from Meet to % feet IJ o /D feet to _ feet feet to D feet i I ;rom feet to feet INTERVALS OF CASING REMOVED/RIPPED IN FEET/from feet to feet from feet to feet 6. 1 (we) have read the statements made herein and know the contents thereof, and that they are true to my (our) knowledge. (Pursuant to Section 24-4-104 (13)(a) C.R.S., the making of false statements herein constitutes perjur in the second degree and is punishable as a class 1 misdemeanor.) Title)(Please type, print) Signa DateerNa for i / H lu Jnr A",V INFORMATION-- It is the responsibility of the well owner to have the well properly plugged and sealed. The Well Construction Contractor is, responsible for notifying the well owner of the plugging and sealing requirement. This form may be reproduced by photocopy or word processing means. s rye /`¢• I y t. Ism Nido,.MK Ar N rl- rn LO M CV n r` 0 D 0 w0 I -- 0 - LULn I LOv' LOrni LD 4" PVC RISER W/ PLASTIC VALVE BOX COVER. TO BE PLACED APPROX. CENTER OF TRENCH, BOTTOM 8" OF PVC TO BE PERFORATED. INFILTRATOR LEACHING CHAMBERS OR EQUAL. 2" PVC FEEDER PIPE. DRILL 3/8" HOLES ® 3 O'CLOCK LEACH BEDS SHALL BE 3 UNITS WIDE AND — -------- AND ------------------- 9 O'CLOCK EVERY 1' ALONG PIPE INSIDE CHAMBERS. 10 UNITS LONG. (SEE SHT. 1) DRILL ONE 3/8" HOLE ® 6 O'CLOCK AT THE END OF EACH E;14" PVC SEWER PIPE LEACH CHAMBER TO ALLOW PIPES TO DRAIN COMPLETELY. BACKFILL WITH E?CAVATED MATERIAL SEE INFILTRATOR INSTALLATION INSTRUCTIONS) MINIMUM SLOPE = 2 CAP ENDS OF ALL DISTRIBUTION PIPES 4" TO 2" REDUCER flit 2.00• ', ._'. .:.".•.... •_ .. ,. '. 2 00 200. f ,' r J•t t'. J .JrJ• r r` i•' r` ti 1. r f r J r f``.`` '`•JJ !' Jr CROSS SECTION LEACH FIFLD BFD 2' OF CLEAN TAILItvGS AND FINE WASHED SAND AS SPECIFIED BY ROARING FORK AGGREGATESCALE: 1 INCH = 2 FEET COMPACTED IN 6" TO 8" LIFTS ) ENTIRE LEACHING SURFACE TO BE LEVEL WITHIN ±0.05 FEET 4" PVC RISER W/ PLASTIC VALVE BOX COVER BOTTOM 8" OF PVC TO BE PERFORATED STYP.) r. 4" DISTRIBUTION PIPES SHALL BE CONSTRUCTED EXACTLY LEVEL TO DISTRIBUTE FLOW EQUALLY TO 2" FEEDER PIPES. NATURAL GROUND t, 4" BEND (TYR) GENERAL NOTES 4" BEND (TYP.) Jr ``,j';,, 4" TEE Jf,.`;;rfrJ' ' 1. The septic tank should be pumped every two years to prevent the accumulation of excessive ti •';'"' J yrfJ\! floating solids and sludge. Failure to pump the septic tank as necessary or to inadequately r' % \ .' J ,• 4" BEND (TYP.)4" TEE 4" TEE "TEE 4" BEND (TYP.) rrt` ` maintain the septic system will result in failure of the septic system. Consult the "Individual r,•;`':J'',;t Sewage Disposal System — Operation and Maintenance Manual" provided by Jerome Gamba Associates, Inc. with this design for proper operation and maintenance of this system. The septic tank should be pumped during low water months such as August, September, and October. Pumping during high water months may cause the septic tank to float INFILTRATOR. LEACHING "CHAPr4BERS OR EQUAL, 2.00' out of the ground. 2i00•"_ LEACH. 'BEDS.:SHALL BE,'3 .UNITS• WIDE -BY'10 (1, - ' '7S'LONG.. 2.00 END SECTION OF LEACH FIELD B U 2' OF CLEAN TAILINGS AND FINE WASHED SAND SCALE: 1 INCH = 2 FEET (AS SPECIFIED BY ROARING FORK AGGREGATE) COMPACTED IN 6" TO 8" LIFTS ENTIRE LEACHING SURFACE TO BE LEVEL WITHIN ±0.05 FEET CROSS SECTION OF 2000 GAL. SEPTIC TANK SCALE: 1 INCH = 2 FEET CROSS SECTION OF DOSING CHAMBER SCALE: 1 INCH = 2 FEET PaME•• Gq DETAILS SHEET 59 .S SCALE: DATE: SHEETa u' :•: p AS SHOWN JULY 3, 1997 2 OF 217-3-97 SIZED LEACH FIELDS PER ACTUAL PERCOLATION RATES CDH NJB MJG r REV MADE CHKD APPD F ©F COQ' DRAWN BY: CHKD BY: APPD BY: PLAN N0. N0. DATE . REVISION BY BY BY mss. NJB MJG JFG 96464-1/SEPTDET3 402 UPPER RANCH RD, INDIVIDUAL SEPTIC DISPOSAL SYSTEM DESIGN Lot 8, Brush Creek Village Filing 2 Snowmass Villaae, Colorado 81615 JBWE GAMBA & ASSOCIATES, INC. CONBu m 9rmwB & LAND 81i OFS POST OFFICE BOX 1458 113 NINTH STREET — SUITE 214 GLENWOOD SPRINGS. COLORADO 81602 (303) 945-2550 SHEET NO. 2 PROJECT: 96464-1 r - LO 0 N O CL CDC 0 Ln LO LO ABANDONED AND CAPPED WELL IS 9s 9 0 10 0 10 20 30 GRAPHIC SCALE IN FEET 1 INCH = 10 FEET Y -6O tY,d J ALL LEACH BEDS WILL CONSIST OF 3 INI'ILTRATOR UNITS WIDE BY 10 UNITS LONG. PRIMARY MA I •p'' DISTRIBUTION POE ". BE CONSTRUCTED\. N LEVEL ` 4 4" SDR 35 SEWER •. `` 5 t 'S 5 SVI c g CALCULATIONS FOR LEACH FIELD SIZE CURRENT PROPOSED RESIDENCE IS A FOUR BEDROOM HOUSE. ASSUME 2 PEOPLE PER BEDROOM AND AN AVERAGE DAILY SEWAGE FLOW OF 100 GALLONS PER PERSON PER DAY` ACCORDING TO THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT (FOR A HOUSE OVER 2000 SQUARE FEET): THEREFORE: 4 BEDROOMS) X (2 PEOPLE/BEDROOM) = 8 PEOPLE 8 PEOPLE) X (100 GPD/PERSON) = 800 GALLONS PER DAY (AVERAGE DAILY FLOW) DUE TO SECOND KITCHEN ADD: DISHWASHER 0 1.8 GALLONS PER DAY KITCHEN SINK @ 4.4 GALLONS PER DAY GARBAGE GRINDER CSD 1.4 GALLONS PER DAY FOR AN AVERAGE DAILY FLOW OF 807.60 GALLONS PER DAY MAXIMUM DAILY FLOW = 1759 OF AVERAGE DAILY FLOW, THEREFORE: MAXIMUM DAILY FLOW = (1.75) X (807.60 GPD) = 1413.3 GALLONS PER DAY PERCOLATION TESTS WERE PERFORMED BY Jerome Gamba & Associates, INC. on 06/30/97. THE RESULTS ARE AS FOLLOWS: Test Hole No. 1: 6 min/in. Test Hole No. 2: 0.07 min/in. Test Hole No. 3: 0.07 min/in. Average Percolation Rate = Less Than 5 min/in. THE PERCOLATION RATE AT THIS SITE IS NOT WITHIN THE SPECIFIED PARAMETERS OF STATE OF COLORADO HEALTH DEPARTMENT REGULATIONS AND THEREFORE REQUIRES THE USE OF A SAND FILTER MEDIA. THE SAND FOR THIS FILTER WILL MEET THE FOLLOWING STANDARD SIEVE ANALYSIS: SIEVE ANALYSIS DATA: ROARING FORK AGGREGATES, CLEAN TAILINGS AND FINE WASHED SAND. SIEVE SIZE: 16 30 50 100 200 PASSING: 100 99.71 93.16 28.53 11.94 Jerome Gamba & Associates, Inc. performed percolation tests using Clean Tailing and Fine Washed Sand material obtained from Western Slope Aggregate. The material was tested in an 8'x8' pad approximately 4 feet in depth and compacted in 6 to 8 inch lifts. Percolation testing in this material yielded a percolation rate of 27 min. per in. MINIMUM BOTTOM AREA FOR ABSORPTION BEDS SHALL BE CALCULATED PER PITKIN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH DESIGN CRITERIA USING THE FOLLOWING FORMULA, THE ABSORPTION AREA FOR A NORMAL GRAVEL—TYPE LEACH FIELD 1S CALCULATED USING THE FOLLOWING FORMULA. A = k9A(S_QQiARERO0T OF t 5 WHERE: Q = MAXIMUM DAILY SEWAGE FLOW = 1413.30 GALLONS PER DAY t = PERCOLATION RATE = 27 MINUTES PER INCH THEREFORE: A = (.1413.30)X(SQUAREROOT OF 27) = 1468.74 SQUARE FEET 5 1468.74 SQUARE FEET WILL BE USED AS THE ABSORPTION AREA FOR A NORMAL LEACH FIELD. ACCORDING TO THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT, WHEN INFILTRATOR LEACHING CHAMBERS ARE INSTALLED, A REDUCTION OF 30% vri IN THE SIZE OF THE ABSORPTION AREA IS ALLOWED. 4tv THEREFORE: .7 2 0 0.70) X (1468.74 SQ.FT.) = 1028.12 SQUARE FEET OF INFILTRATORSIR,14 6 `- PITKIN COUNTY ENV. HEALTH DEPT. ALLOWS AN AREA OF 18 SQ.FT. PER INFILTRATOR UNIT -y?, w THEREFORE: THE NUMBER OF INFILTRATOR UNITS REQUIRED = (1028.12 SQ.FT)/(18 SQ.FT.) = 57.1 UNITS TO MAINTAIN UNIFORMITY OF THE BEDS USE 60 UNITS. A MULTIPLE INFILTRATOR BED CONFIGURATION CONSISTING OF 2 BEDS WILL BE USED. THE INFILTRATOR BE -S WILL BE LAID ALONG THE EXISTING CONTOUR LINES. EACH INFILTRATOR 473ED SHOWN WILL CONSIST OF 3 INFILTRATOR UNITS WIDE BY 10 INFILTRATOR UNITS LONG. THE INFILTRATOR BEDS WIL'._ HAVE A MINIMUM OF 24" COVER OVER THE ENTIRE BED. MINIMUM SEPTIC TANK SIZE FOR A FOUR BEDROOM RESIDENCE OVER 2000 S.F. AS REQUIRED BY THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT IS 1750 GALLONS. MINIMUM HORIZONTAL DISTANCES BETWEEN SEPTIC SYSTEM COMPONENTS: ABSORPTION BED TO ANY DRY GULLY: 57 Ft. ABSORPTION BED TO ANY DITCHES OR WATER COURSES: 82 Ft. ABSORPTION BED TO POTABLE WATER SUPPLY OR SUPPLY LINE: 25 Ft. ABSORPTION BED TO PROPERTY LINES: 10 Ft. ABSORPTION BED TO SEPTIC; TANK: 6 Ft. ABSORPTION BED TO RESIDENCE: 20 Ft. ABSORPTION BED TO SPRING OR WELL: 132 Ft. ALL COMPONENTS OF THE SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO PITKIN COUNTY ENVIRONMENTAL HEALTH CODES AND ACCORDING TO MANUFACTURERS SPECIFICATIONS. io oSfr. 5933 q• F N D. CdZ0 SITEPLAN J G 402 UPPER RANCH RD. INDIVIDUAL SEPTIC DISPOSAL SYSTEM DESIGN Lot 8, Block 1, Brush Creek Village Filing 2 Snowmass Village, Colorado 81615 SHEET NO. SCALE: 1" = 10' DATE: JULY 3,1997 SHEET 1 OF 2 JEROME GAMBA & ASSOCIATES, INC. CONI3 M EMOMM & LAND S1IWORS POST OFFICE BOX 1458 113 NINTH STREET - SUITE 214 GLENWOOD SPRINGS, COLORADO 81602 970 945-2550 1 7-3-97 SIZED LEACH FIELDS PER ACTUAL PERCOLATION RATES CDH NJB M,G DRAWN BY: NJB CHKD BY: MJG APPD BY: JFG PLAN NO. 96464-1\SEPTIC-1 REV DATE REVISION MADE CHKD APPD N0. BY BY BY PROJECT: 96464-1 io • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT 832‐R‐13‐002 J ay, LEApe BE95 wtLL WR95T a ] und[RATOR LwTTS wNiE 6r TO uoTs LON0. ,1 t ) PMtaN'I N �� OILOe6uT.011 lC LENEL ■ +■ v sv � ■+ 1+ ■ GRAPHIC SCR IN rut r•b Mm WE I RE-S,ON SITE PLAID L WTE 91EEi . +D' ]LCx S.t pqT r DF t � Bn Cm0 en ARap Bv; P'lAH NO. n.0 YaC n Po.Oft■9 CALCULATWMS FOR LEACH FWLa 512E CYRRERF PROP05E9 RFSOENOE I$ A FEW KMO Hd .assuuL 2 Oto PU eLOWOLr ANO AN AfsxACE tu1LF s- AW PtAw L< Ta0 ".0 PEN efRSbF PEP W aLLOHdNO rD itE w XNMW rgK+e EHfaa KALTH 9fl'urfL( ri j.A mEv 2m s AR[ FEeTk umr,ME [A eSO0w51 x [} PELPTIrH[rpOd} - e Pt� la PELPLE) x fT[N cPa/1''tRsou] - WD caTi PER ft- [AvCRAOC .AS, Howl DLc ro scrnn .LTwoe A00 uaDAASTtN v �.e oieLws FCR w• geC(w SaR a •E CALC.5 RE. DAi c.aa.c[ u W[R a . GALL w VH 9A• AN aLERAC;C oAR}' F p eol.e0 WEL PER PAY rwuu 3— flow - t15x 0[ AVE w OAS. ROW, Tr(pEFOgE: Ya%4W O.Lr ROW- O.M) k [a0?.a0 C !, - t.t3] CAlLCS RFR 0AT __.. __ __ _. _ ___ _._ _-___ __ _ ___ _. _ _. _ --- _. _ _ POaOd..Mn t[515 -W PVdd er --. — k aa.«blea w[ a M/W/eT I ILI ate n5 rOLLOW Tear .ry H.. 1; a —f 1n1 T. AI== um Rat[ LENF TNm D m�/w. r PWLRA RATE Aln W 9R M MOT •rlln 9[ ^,pC.pl� PAAA.[1FM 6 STA1E O [LEC�A00 HeasTH MPARTWNT ASde..TNNS ANC, 1HA[IORt H[u M[ Art uY A slno RTEH —A mE FW Tw5 nl- E MAIL u THE FIXLOr STANDAN 9 .HAL}99 StLi aHAEr•.S catA noafiNL PCRn —TES gEAN TAaM05 AND 11N[ WA9 m SAND. StFTE AZG i6 ]0 'A T00 PQ0 x PAsyNo ".7r ].re n" n.rya •:r.=+ CamAa k A.H><gtA. >M PRrry.r.g pnedgtM TM udy O.m Td.q rk [.� /n.-W -� raeeN.AT m em .Tn u— Appper,A TM marry .m rntpe N m e'.e' pea aaa.q-etrV • r..l F a.vu ma ta• t •� �r A �m Atr. Pscdmm ir..kiq h TI•. mo[r.Y rYlaN P Pwcaotrn rot. d tl mn ArF n 0otl0 AgrA Port A05o w B yuµ w CAECULATEY nETt mwlw [ TT UPMTY[NT Di [NNRCNMDIOAL lCk TH OC9b rWENA V?W TM IOLidetW FA A Q MbN WA Ipt A NO k GRAVEL-i LFAW W-D R EA[[u M L A - MAOQLIiW22] [% it 'aHE E; o - uanWN w'Lr a"W now - 1411 ] DALLC4 OER DAY [ eERo)EATON NATE - 27 ..rut[s PER nM THEREFCaE: R 1H .M eIXTHS FEET I/ so9 FFat wL. K u5[n As THE AQs EDM 1 AR{A FCR AL IELor El➢ ]`"' N ACCORCWC TC THE FSTP� MNT ENVFO NTR HE O ARTO[eT, MIEN // NaIN W TOR riACHerC piaYp ANE MBiAILEp. A RETT/CigN OF ]9F f tt �H ME TM a 9Q ARNePTWH ANEA r3 AL . D. � N_'�y�piy✓.� ID.70) R 0uaB,74 SGR.1 . 1020 ra SWANE FEET Di iNFtTRAiORS lr�•Jl�o'���j�p.'t' A■3HaH pry MY r[,A-TM BEPT AU Art Al E OF 1e WR. RER tAF N-w WTt� , �9• TH ,DMF- *HE ruNent [Y rtatT;aNrt unr5 R[GM[o . 02Arz SGfT)Are soft.) - Sr.r urrtt5 b 0 v uMNTrrA uNraaaTr v nr eEos vsE ea rA�LtTs A WLn l=L ATON em LdF}fNRAOON LOtIOtb0N0 W t rtDs Nu .K U=. m MP4TtATDP -E: wu. In LAU AOND w me DQMro LMCs rAetRmTv.roP :ro wtwe raL LONsst a ] araraA7Da uNns MOF B} tv iuFR rRA,e« Fs LONo. 1HE w;TrsA1oR 1Sa5 ML'. xAtT; A uMYDu OF t{' CTLR O'.LA IHE [NW- KO. u0aYy11 9 IIC TANK WE FW A I" Brbl— RE90CNEE p�R 1No SF AE REWR[D 91 W... COUNT, EHaggPtENT, m. O[PA m.y i547LO:.TCV10R5 WNLII.Y HORIi0NTr1 nTANCE& eETNEE4 WTC S+STBu CW"ENTS ARSORP NE➢ TO nut Mx Ouur: eq rt AB50RPTTCN en] Wµr ttiiOFS OR rA1SJt LOURYS. 6E Ft. A05pwnpl Oro TO notlB Tk.TEk SLY[iT W s y urt. 31 IE A05 t"` BED TO PROFERn' UIES " tt ABS TXDH WD TO `X TA 6 F[ AB50PPn[tl BED TO Rf9C 20 FF t eEt ABE-0RPnCf D TO 9R¢NG OR T41_ T SAP- sxsiEN -H 0E w 4U. AEcp90P10 To v.n Cq [NNRE.OfNT. HERE. L " ACCOR . m NAWFACnR yFplDAnuMs 4pU UPPER RANCH R!}. qQ[T U ma. I Ar, S TEmi"@ -JE1. t L al u Eat 9, 81eek 7, 8rugt Creek YIH[ge FiBrrq 2 C, is g 2 SY�9wmoae e, dq MCM l A59UaCtS W— OOIaAIAsd�lt�YtGe - ynt nr P ct. _ lo.4 FLOORPLAN SKETCH Borrower:File No.: Property Address: Case No.: City: State: Zip: Lender:NBH Bank 81611COAspen SANDERS402 Upper Ranch Rd 19010018Curtis Sanders Sketch by Apex Medina™ 45 ' 17.5' 4' 10.5' 41 ' 28' First Floor 1218.0 sf 13' 17 . 5 ' 13' 17 . 5 ' Second Floor 227.5 sf dn Kitchen Dining Area Living Room Master Bedroom Master Bath WIC up Powder Loft dn Deck Comments: AREA CALCULATIONS SUMMARY Code Description Net Size Net Totals GLA1 First Floor 1218.0 GLA2 1218.0 Second Floor 227.5 227.5 Net LIVABLE Area (rounded) 1446 Breakdown Subtotals LIVING AREA BREAKDOWN First Floor 41.0 x 28.0 1148.0 4.0 x 17.5 70.0 Second Floor 13.0 x 17.5 227.5 3 Items (rounded) 1446 298 Meadow Ln, Glenwood Springs, CO 81601 (970) 945.4003 DocuSign Envelope ID: F43E4531-AD8C-4792-8E99-88A6C339A3CC FLOORPLAN SKETCH Borrower:File No.: Property Address: Case No.: City: State: Zip: Lender:NBH Bank 81611COAspen SANDERS402 Upper Ranch Rd 19010018Curtis Sanders Sketch by Apex Medina™ 45 ' 17.5' 4' 10.5' 41 ' 28' Basement 1218.0 sf Bedroom Bedroom Playroom WIC WIC Mech Laundry Bath closet up Unfinished Bath Covered Deck Deck Comments: AREA CALCULATIONS SUMMARY Code Description Net Size Net Totals BSMT Basement 1218.0 1218.0 Breakdown Subtotals AREA BREAKDOWN 298 Meadow Ln, Glenwood Springs, CO 81601 (970) 945.4003 DocuSign Envelope ID: F43E4531-AD8C-4792-8E99-88A6C339A3CC s«=m oyc A.ommasHHHHHHH H-HHHHm= =ag ' °9o5E N a A 5 g��f ° €o°F o��"a - -aeA °� _ ap mn m"zH cc o�a_ m$-HzR '^ m m SANDERS RESIDENCE 402 UPPER RANCH ROAD C C n C C U U U U U , �oaa�=o ;om � pom nOAA°c_a>A23R ,a 9 i`-ga�Fo9'°o90 H m A$oz n',�.° iz - Aew u m °Oyzo9pm go °oo zma�a Ia _$ aay nia oi:on P.z ffl m m m o- w .e g L _ o00�SANDERS RESIDENCE A i z i 402 UPPER RANCH ROAD ASPEN, COLORADO —L