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Home My WebLink AboutPitkin.EH.246734400001 ()Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2645-224-00-007 OWTS Use Permit #: 0040.2019.POWU Date Issued: 7/5/2019 Issued By: Bryan Daugherty Expiration Date: 7/5/2020 Owner(s): Town of Basalt Property Address: 30 Shining Mtn Way Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 6/5/19 & 6/18/19 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Two Compartment Concrete Tank Single compartment tank 1250 Gallons 500 Gallons Secondary Treatment Unit Absorption Area Gravelless Chamber trenches 655 ft2 Other System Components ADV and 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 #: 10015 Date of Issuance: 6/2/10 Date of Final Approval: 8/17/10 # of Bedrooms or fixtures served by OWTS: This system serves 4 bedrooms in a duplex Operational Status: According to the observations of the inspector, the system appeared to be functioning as designed. The tank is in good, watertight condition with tees and baffle in place. The pumping chamber was also in good watertight condition and the pump was also working properly and the high water alarm was functioning. The ADV was functioning normally and the lid for the ADV was replaced. The field area did not show any signs of failure. Inspector Recommendations: Track pump counter to monitor water use. 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. 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 June 26, 2019 Jana Dillard Jana.Dillard@sothebysrealty.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 29 Shining Mountain Way (Duplex) Pitkin County, Colorado Jana, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at Shining Mountain Way, Basalt, Colorado on June 5, 2019. The legal description of the 6.852-acre property is as follows: Subdivision: BYRNS MULHER-BRODSKY & TOWN OF BASALT LOT LINE ADJ SUB EXEMPTION Tract: 81 Section: 34 Township: 8 Range: 86 Tract: 82 Section: 34 Township: 8 Range: 86 TOWN OF BASALT PARCEL The subject OWTS serves the Duplex. The permit and record drawing were provided by Pitkin County Environmental Health Department (Parcel ID # 2467-344-00-001). The subject OW TS consists of one 1250-gallon, two-compartment concrete septic tank (existing, installed in 1983) followed by a 500-gallon, single-compartment pump chamber with an Orenco® pumping system. Effluent is pressure dosed to an automatic distributing valve, and then to four gravelless chamber trenches. Trenches vary in length. One has 8 ARC 36 chambers, another has 11 ARC 36 chambers, and two trenches consist of 18 ARC 36 chambers each. Onsite Wastewater Treatment System Permit 10015 documents this system. The system was sized to accommodate 4 bedrooms. The permit does not indicate final approval; however, documents including the installation observation letter and record drawing were included in the file. Notes from county personnel indicate inspections were performed. The septic tanks are located east of the structure. All septic tank lids were accessible from grade. The 1250-gallon septic tank was installed in 1983. The inlet has a built-in concrete baffle. The outlet has an effluent filter. The Orenco® pumping system also has an effluent filter. Both filters needed to be cleaned. The septic tanks were pumped and effluent filters cleaned by Altitude Septic after our inspection. We tested the pumping system from the floats lifted the high-water float and the alarm sounded. The control panel for the pumping system is located on the eastern side of the structure, within line of sight of the septic tanks. All liquid levels in the septic tank were normal at the time of our inspection. We observed the ADV cycling normally. The lid to the ADV was in disrepair and was replaced. Effluent is pressure dosed to the trenches. Inspection ports were observed and all were dry. We walked the approximate STA and 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: • Clean effluent filters annually, or as needed. • Track pump counter to monitor water use. 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 View of septic tank lids looking south View of all septic tank lids, including pump chamber Pump counter 9348, time meter 154 hours Inlet baffle effluent filter Pump chamber Filter in pump chamber ADV lid in disrepair / replaced ADV View of STA looking north REPAIR ADV lid replaced 29 Sh inin g M o u ntain Way Legend 30 Shining Mountain Way 100 ft N ➤➤ N 9,028 1,504.7 Legend 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Feet01,504.7752.33 Notes Pitkin Maps & More THIS MAP IS FOR INFORMATIONAL PURPOSES. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content represented. Map Created on 9:43 AM 06/26/19 at http://www.pitkinmapsandmore.com State Highway Road Centerline 9K Primary Road Secondary Road Service Road Rivers and Creeks Continuous Intermittent River, Lake or Pond Town Boundary Federal Land Boundary BLM State of Colorado USFS WE APPRECIATE YOUR BUSINESS! Altitude Septic PO Box 1534 Eagle, CO 81631 US (970) 471-0913 altitudeseptic@gmail.com Invoice 2215 BILL TO Carla 29/30 Shining Mountain Way Snowmass, CO 81654 DATE 06/24/2019 PLEASE PAY $3,030.35 DUE DATE 07/04/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 06/13/2019 Video Video lines - 29 Shining Mountain Way 1 300.00 300.00 06/17/2019 28 Pumping Pump Fee - 30 Shining Mountain Way 1,650 0.28 462.00 06/17/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 1,650 0.20 330.00 06/17/2019 Parts Replacement lids - 30 Shining Mountain Way 1 105.00 105.00 06/17/2019 28 Pumping Pump Fee for 2 septic tanks - 29 Shining Mountain Way 2,500 0.28 700.00 06/17/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 2,500 0.20 500.00 06/22/2019 28 Pumping Pump Fee - Laundry tank at 29 Shining Mountain Way 500 0.28 140.00 06/22/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 500 0.20 100.00 06/22/2019 Parts 2 risers and 1 lid - 29 Shining Mountain Way 1 393.35 393.35 TOTAL DUE $3,030.35 THANK YOU. Permit #: 10015 Permit Issued: Owner(s): Roclm WASTEWATER TREA*ENT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID #: 2467-344-00-001 NEW ®REPAIR REMODEL/ADDITION TANKONLY FIELDONLY []AMENDMENT Mountain Institute Property Address: 30 Shining Mountain Legal Description: Size of Lot: 7 acres Acres Size of Building: Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: The system is designed for: 4 bedrooms (Duplex) DYES ®NO Sq. Ft Designed By: All Service Septic Project #: 1718 Dated: May 28, 2010 Phone #: 970-618-5033 Mailing Address: PO Box 2844, Glenwood Springs, CO 81602 Fax #: 303-216-2796 Email Address: Toetzl0comcast.net Perc Rate: 27 mpi Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: Greater than 8 ft Minimum Tank Capacity: 1125 gallons Minimum Absorption Area: 655 sq ft w/ 50% reduction Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system will continue to use the existing 1250 gallon tank. An additional 500 gallon pump tank must be installed. The pump will distribute effluent to an automatic distributing valve and then to four gravelless chamber trenches all with 1.5" suspended laterals. The first trench on the uphill side on the south side of the tank will have 10 chambers, the trench below that will have 14 chambers, the trench on the uphill side o e north side of the tank will have 22 chambers and the trench below that will have 21 chambers for a total o(67,lchambers. There must be at least 6' of undisturbed soil between each trench. The ADV must be placed at a igh point to assure no water remains in the lines after each dose. No component of the system may come within 10 feet of the property line (specifically, the south property line). The system was designed as high up the hill as possible to create some separation from the steep bank below (25' on the south side of the tank and 20' on the north side of the tank). 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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved -by EH/NR before final approval of the system will be issued. Issued By: _62A_(.0 sti Date: 2 10 Expires: 9/ Installer: License M Leava0 Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date. ElraPod IC as MHINRNSITE WASTEWATER TREA - NT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 10015 Parcel ID #: 2467-344-00-001 Permit Issued: []NEW ®REPAIR REMODEL/ADDITION [:]TANKONLY FIELD ONLY AMENDMENT Owner(s): Rocky Mountain Institute Property Address: 30 Shining Mountain Way Legal Description: Size of Lot: 7 acres Acres Detached Accessory Unit: YES ®NO Size of Building: Sq. Ft. Size of Accessory Unit: Sq. Ft. Designed By Phone #: Fax #: Perc Rate: Minimum Tank Capacity Emergency Repair for Duplex (4 bedrooms) Project #: Dated Mailing AddresLEmailAddtiis Profile Hole Depths /i Depth to Groundwater or Bedrock: I Mi1Vo Absorption Area: Pert' itConditions:t E This OWTS Construction Permit is approved on th condition of corilliliance with the *§i hesign as submitted with the application and the specifications cited above. Changes must be approv l y his Department and the engineer prior t0 struction. Emergency use of this system may continue under the following conditions... 1. The existing 1250 gallon tank must be pumped to start from a minimal liquid level. 2. The outlet(s) on the tank must be plugged, not allowing any effluent to exit the tank. 3. Residents of the duplex shall be instructed to use water conserving practices. It is recommended that there be no use of washing machines and showers and dishwashing kept to a minimum. 4. When the volume of effluent in the tank approaches capacity, it must be pumped by a Licensed Systems Cleaner. A completed CWTS Construction Application and accompanying paperwork should be submitted to this department no later than June 25, 2010. Actual repairs should be completed no later than July 26, 2010. Please notify this department if these deadlines will not be feasible. If extended deadlines are necessary, emergency use of the system may be reassessed. 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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: (( .. Date: 5/ U Expires: Installer: License #: Reactivabort Authorized by: Final Approval Issued By: Date: I New Expiration Date: Elfieepy MAY.20. X1,) '2:5EFM EAD h[ALTH NAT RESOURCE 0 No. 191; ?. ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION ca rtA 0405 Castle Creek Road, Suite 10 • Aspen, CO 81611 Phone: 970.920,5070 Fox: 970.920.6077 Parcel 100 levelabte from the Pitkin County Assessors Offin 970.9205160 or at sMMwajLfisLj1jj2r": vce Purpoce of Pamir. NEW REPAIR WE TO FAILUREErqeAk REMODLNADDnION TANK ONLY FIELD ONLY coat of Repi RemodWAddioon(spprouvnste): eve Bualneaa Phots: 0- o Iy 13sAivJin/ o Nti'lAin SNou//Yl SS C 17 8 Lot; ROM: Filing: Gubdvuim: ire SY S72 35f T$ Si' le6 uv 5 Lot Sac (in a ): r1 A 1Lr'e J4 jW Size o Budtfing (square`eet): Omers Malvig Address 317 SA/oJrna.TS ry. Smte. Lp: S3em gle'si/ Home Phone: oKa as — 3a d Coruasr btfonnexdn must se pmwOW rortne curlersgn:ng ova AppllmW. Primary CAl P AppUCam (i not vce rAm S tI!G comacUAp icant Mailing Addr s: Agme )Fs boue__ City, Siete, p: Cell Ph" l7a 48- Bualneaa Phots: 0- o Fax Number. D-987-3 it Addle a: o s oa c CLE &5.0R Buildmp PaartNX(M applicable) Lot Sac (in a ): r1 A 1Lr'e Size o Budtfing (square`eet): Numtw • Bedrooms: Urih YES No Size of Att"Ory Um (equate reet): Number of Potential Botlmoms In a Fixture U3T for the Aooe6aery Unit Weser &ou= PRNAIE WELL 5t1RPACE WATER SPRING ACOMMUNI7YJPU&IC WAT9l5YSrBt Nama of C4nmijAty1Fuoric water bystorn (d apptrrebN): e tnl+at J rs n. PLEASE READ BEFORE SIGNING: I Certlty that ft above Intonmaeon is complete and eaurate brd that 1 naw provided Complete and accw" Information In all of the documorde included in my application package. I aumowledge that EWNR may mole any permit I Am Issued I my appliuWon N found to contain any InScCu", fal%a, or misleading information. i under stand thet no combustion may G undenakm on an OWrS ural an OWTS Construction Portrait is iaeuad. i ti t., an: nitvi-m n iw ID#: 94 Pitkin County Environmental Health Department Contact Log Sheet I tobeT July 11, 2010 Li PO Boz 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303.216-2796 RMI At: Richlyn Pavicek 2317 Snowmass Creek Road Snowmass, CO 81654 Installation Observations for OWTS 0029 Shinning Mountain Way, Permit 410015 Pitkin County, Colorado Richlyn, r Project No. 1718 ALL SERVICE septic, LLC performed installation observations for the onsite wastewater treatment system (OWTS) on June 15th and June 30th 2010 for the subject property. The installation included the,existing 1250 -gallon septic tank, followed by a 500 -gallon concrete peptic tank with a pump]The drain field consisted of 4 gravelless chamber pressurized trenches, with each trench having between 8 and 18 ARC -36 chambers. The total new infiltrative area is 680 SF.An automatic distribution valve (6404) will serve and pressurize the chamber trenches. The OWTS was generally 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 OWTS. 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 OWTS 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 septic, LLC Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. WE Reviewed A Richard H cn wo r ( Z `>} k k§ (j n z k§ z z k A » CHAMBERS 0 amC-3,__... I 18 ARC a CHAMBERS ARC 36 CHAMBERS z 02k cut Q c _K 3o& G ;(M)( i // ``( ) \o\!o 7§ Rz §( ) §77)§ j 28 ?w q § 03 \ƒ]§ I $ 0 8m:0 6!§i I - 1m 2 rmn I ;® f . 0 q?-T3g2O 0 Gxrla.05+6eq&, Wq,i An . C -0 -Us P Apt VQU 4 &L c "AA c c tier fisc 6- 6 'QiA %,-A CBv.&-p v fw P C D W- t4k iso vi 48 rnC) uv `far \L i o GJ via o ir S 1.,- cam- ` '` J - `-c ,.l-ee- `... V I\;Y: 1 "1 Aou Aousc mass ME 0 Q fIVo d t2I)( 10 J 7 V -9--e - 1 7 -- I 4--A-24 V", W 5 or 5x ly OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd or 100 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 600 State Review Required? no Perc Rate M Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q- 900 Minimum tank capacity 1125 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 1,309 sq. H. of absorption area requued Absorption Area (=Q/5 X SQRT Perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 935 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel (-10%) 1173 no red. 1309 119 133 Dosing (-20%) 1048 (-20%) 1048 106 106 Chambers 1-'A%) 917 (-10%) 1178 p 119 Max Allowable Lm°i) ku (-30%) n7 66 3 9 Secondary Treatment 1n Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) 842 no rem. 935 85 95 Dosing (-20%) 748 (-20^x) 748 76 76 Chambers (-30%) 65.5 (-10%) 842 66 85 Max Allowable (-50%) 469 (ao^,) 655 47 66 100 SETBACK FROM WELL of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH of feet = 25 SETBACK FROM DRY GULCH of feet - May 28, 2010 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 John Roberts and Richlyn Pavicek 0029 Shinning Mountain Way Snowmass, CO 81654 Project No. 1718 Subsurface Investigation and Repair Onsite Wastewater Treatment System Design, Existing Duplex Units 0029 Shinning Mountain Way Pitkin County, Colorado Don, ALL SERVICE septic, LLC performed a subsurface investigation and a repair onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Woody Creek, in an area where OWTS and wells are necessary. SITE CONDITIONS Two duplex units, for a total of 4 bedrooms, exist on the subject property. The units utilize an OWTS which is experiencing problems. The existing 1250 -gallon, septic tank is in good condition and may be incorporated into the repair. The existing drain field must be abandoned. The proposed drain field area slopes 15% to the east, and vegetation consists of a moderate cover of grasses. Water is provided by the local water district. There are two wells located greater than 200 feet to the north serving neighboring properties. 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 of a clayey root zone, underlain by sandy clay 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 20 to 40 minutes per inch (MPI). A 27 MPI rate will be used to design the OWTS. DESIGN SPECIFICATIONS The OWTS design is based on 4 -bedrooms and an average sewage load of 600 GPD. The installation must include the existing 1250 two-compartment septic tank, followed by a 500 -gallon concrete pump tank. Four gravelless chamber trenches, using `Quick4' Infiltratorrm chambers, must be installed as indicated. Each trench must have 1 row of chambers as indicated on plans, with a 1.5- 0 inch suspended lateral, for a total of 671 square feet distributing valve (6404) must be used to distribute effluent. SubsIlce Investigation and OWTS De3ign Project No. 1718 6/02/10 Page 2 SF) of infiltrative area. An automatic Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources Department, and this design. 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. No heavy equipment, machinery, or materials should be placed on backfilled 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 OWTS. 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 OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS 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 OWTS during construction. The OWTS 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. a Subsurface Investigation and OWTS Design Project No. 1718 6/02/10 Page 3 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. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies i3 Reviewed l Richard H j;; i §/\\}( C } m ! 0_ O§ 9 Ip!!;E t m Mx K(` q R R 2 801 m-2 z jj z MM o Z M k f ( k2,2,Q- 0 j;; i §/\\}( C } m ! 0_ O§ 9 Ip!!;E t m Mx K(` q R R 2 801 m-2 z jj z MM o M k f ( j;; i §/\\}( C } m ! 0_ O§ 9 Ip!!;E t m Mx K(` q R R KOFDROCNS-BOOCPD LOADING • .-800 x 13-YW GPD PERCOLAT CA RATE -1. 2] MINUTES MR NCH Wi CALCULATED AREA -(115%yX Man 1)151 Fto -1209 SF PROPOS ED AREA- 1309 SFx 5016 REDUCTION -M&F WDTN OF TRENCHES • 3FEET -1 CHAASIER LENGTH OF UCRA' TRENCHES -.O T0S9 FEET TOTAL NUA6E R OF' WICKd' CNA/.6FA4 -10 TO 22 CNRLBEAS TOTAL N Ftl.TRATNE ARFA • 8T18F F.R 1GTAL TRENCNEB SWEEP 12 WAY CLEANOUT OETAILS IMT.SI TYPKAL DRAIN HEW CROSS BECTON -WP. INFILTRAT0RM) GUICKWtMl CUT 9XFET 095ERVARON AUTOMATIC DISTRIBUTING VALVE OUML vM MODEL 0,404 1, 00 PJC CAPFNMFLUE .'PVCOSERVATINPPE 3ODIAMETERPC LMIT OF SS RLRER IWS FEDIEXCAVATIONT1rSEWERI1SLWE-aSCHEDE COPPER OSMP% TUN T MIN MWAU—TC 1OO P.V.0i1NCERWIREMAY RE FROMEFFLUENT WSTALLED TO 1S >t- LOCATELNEN SUSPENDED G11CKf 14 PUFAPPlO SYSTEM 1.2S WLETrWD FIIDIpE GMVELLE55 SCARIFY SURFACE PVC"P TO ENTERN pURETS 1.SNCHIATEpAL CHAMBER PRIOR TO PLACEMENT TOP PORT WNH NYLON MP IA.F3.1 OFSAMO OF END% TE TIES SODGALLON CONCRETE PUMP CHAR@ER PIAN WEW -TYP. O.V WC PUMP LINE FROM TANK IN ALL CHAMBER TRENCHES OBSERVATION WE 1. 5 -INCH SUSPENDED LATERALS G TESS CHAMBER END PLATE TYP. WITH 1/ 4 -INCH HOLES ON 2 FOOT 'OUICKJ' CENTERS FACING UP. ONE HOLE AUTOMATE: FACING DOWN FOR DRAINAGE N00 YALYE FILAR WE TO ENTER CHAMBER IN TCP PORT OF END PUTE 2 TRENCH DETAILSu fff111 I I RMIpP. O.Box 2844OILLC+Ianwo Sgin5s. CoaaED 81802 0029 Shinning MDumeln WayPluoneW2.0RFny7PIIMncounty, COFaxW3.70.81N.5033Fax303.21fi.2796 1718ProjeClNYmDx. 1]19 Shoal 2Of 3 500 -Gallon, PLASTIC or CONCRETE Effluent Pumping Tank ONE MANHOLE, RISER, AND UD FOR SEPTIC TANK ACCESS IS ACCEPTABLE PUMP MUST BE CAPABLE OF: 1. 26.7 GALS PER MINUTE 2. 20.9 FEET OF TOTAL DYNAMIC HEAD ELECTRICS: 1. A DEDICATED CIRCUIT SHOULD BE USED FOR PUMP AND ALARM/PANEL Inlet Two 11 L LGlen Bwood Springs. Colorado 8` 1602SfRYICf with Cord Grips 4 303.20fi27% 33 Fax 3 TANDETAIL arra Tank Adapter (cost or bofted) Loved Control Flag Assembly Check Valva (optimed) Pump Port Placed on Concrete Block PJC Stake Box with Cord Grips TE ND LID Fiberglass Gaskeled Lid with Stainless Steel Bolls PVC Riser with Grammet(s) Sb GroundSlope bond to tank adapter with Away from Riser recommanded adhesive) Conduit to Discharge Assembly Canlyd Pond Flexible hose Effluent Oiechorge 3 TANDETAIL arra Tank Adapter (cost or bofted) Loved Control Flag Assembly Check Valva (optimed) Pump Port Placed on Concrete Block 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1718 Performed by All Service Septic, LLC PROFILE PIT Date of Test: 5/25/2010 0 - 1.0' Root Zone, Sandy Clay, Brown to Dark Brown 1.0'-8.0' Clay, Sandy, Silty, Stiff, Scattered Rocks (up to 1ft diam) Moist Brown to Red No Groundwater or Bedrock was Encountered Hole No. Hole Depth (in.) Interval min.) Measurement at Start of Interval in.) Measurement at End of Interval in.) Change (in.) Percolation Rate min./in.) MPI 1 39 20 1.25 3.00 1.75 20 3.00 4.00 1.00 20 4.00 4.50 0.50 20 4.50 5.00 0.50 20 5.00 5.50 0.50 40 20 5.50 6.25 1.00 2 38 20 2.25 4.00 1.75 20 4.00 5.25 0.75 fill 20 4.75 5.75 1.00 20 5.75 6.75 1.00 fill 20 3.00 4.25 1.25 20 4.25 5.25 1.00 20 3 33 20 2.00 4.00 2.00 20 4.00 7.25 3.25 20 6.00 dry fill 20 3.50 5.75 2.25 20 5.75 dry fill 20 3.25 4.25 1.00 20 AVG = 27 MPI i I v U tanK 7I Carla Ostberg From: Cari Anne Holcomb Sent: Wednesday, June 02, 2010 9:14 AM To: Carla Ostberg Subject: RMI OWTS Permit Attachments: RMI_failedseptic.doc Carla: Attached is the exemption letter for the failed RMI septic. The replacement system does not need to be installed within the square shown around the duplex, as it is not a 1041/Activity Envelope Review, just a'condo' map. I cannot locate any recorded envelope for that parcel OR development. Thanks Cad Anne Holcomb I Planner Pitkin County Community Development 130 South Galena Street, 3rd Floor Aspen, CO 81611 t 970.920.50921 f 970.920.5439 CadAnne. Holoomb(d.co.oitkin.co. u s l 0 9 PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street 3'" Floor Aspen, Colorado 81611 970) 920-5526 FAX # (970) 920-5439 June 2, 2010 Rocky Mountain Institute 1820 Folsom Street Boulder, CO 80302 RE: Land Use Approval for Replacement Septic System PID #2467-344-00-001, 30 Shining Mountain Way) To Whom It May Concern: After reviewing your general location for the replacement septic system at the above referenced address, it has been determined that these systems will not encroach into any constrained areas identified in Chapter 7 of the 2006 Land Use Code. It should be noted, however that the development and activities of this system are located above Capitol Creek. This creates an area where extra sensitivity should be taken to prevent degradation of riparian habitat and water quality. During our meeting on October 30th, it was represented that the leech fields will be located in a flat area void of trees and shrubs more than 100' from the high water line of the creek. Because of this location your proposal can be exempted from formal planning review pursuant to section 7-10-30(b) of the 2006 Land Use Code. The Lot is subject to standards for development in a scenic view protection area. These standards pursuant to section 7- 20-120(d) can be found in the 2006 Pitkin County Land Use Code. Because the septic system is located underground, the development itself is exempt from review; however, all areas which are disturbed by activities related to the septic system will need to be mitigated as noted below. Compliance with the following conditions is strongly encouraged based on the scenic view area: Conditions 1. The replacement septic system shall be located and designed exactly as required by the Environmental Health Department. Any changes or expansion of the system shall require future review and a new land use exemption/approval. 2. No development or activity associated with the septic systems shall be allowed within the setback areas of the lot. 3. All areas disturbed by the installation of the system shall be re -vegetated with Pitkin County approved grasses within one growing season of the project's completion. [ 4. Development shall not result in sewage outfalls or point or nonpoint sources of organic and inorganic pollutants that have the potential to degrade water quality or to otherwise degrade the aquatic habitat. Be advised that all other zoning and building codes and regulations are applicable. This exemption is not vested and may not be applicable at the time of permit submittal. Please be advised that you must comply with all the conditions of the OWTS Construction Permit. Provide a copy of this letter to Environmental Health as proof of your Land Use approval to obtain your Septic Permit. Additionally, if you have any questions or concerns, please feel free to call me at 970-920-5092. Sincerely, 6.,: 12.,... P64, 1 Cad Anne Holcomb Planner Community Development Pitkin County 130 South Galena Street, 3rd Floor, Aspen, CO 81611 970.920.5092 (Phone) 970.920.5439 (Fax) cariannehAco.oitkin.co.us U 621 r. ViCiNfTY MAP ib 58•E 22: JC 1 \ Ntt , 1 c h na0 ei_a.a • ..r:5 Iiocx acoxoace rkl rel MAP FOR OLD SNOWMASS CONDOMINIUMS LOCATED IN TRACTS 81 & 82, SECTION 34, TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6TH PRINCIPAL MERIDIAN PITKIN COUNTY, COLORADO a ' i c=3n39 or ' P•3o ?• ' perN s-2Eb''_ 69 3E' 1 HUILMC, A (D(PLE%' v KKBNA t® pAce . ePr..ee .z Necew:Nc t LlaiY Aad 9lcroz6.z O: i] tklaac . f.i•"C 1 Ckl• V lKIt I 4:a•.cok_yp_ m. Pa9 E nno OLD SNOWMASS CONDOMINIUMS OCAtEc IN TRACT. e, E sa, aQCTIQN pa. T. sa.. R.*EW.. OF TME .m PAMCIVALYearoub rrtpN COUNT', .CICOAha 5J 832‐R‐13‐002 Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2645-224-00-007 OWTS Use Permit #: 0037.2019.POWU Date Issued: 7/5/2019 Issued By: Bryan Daugherty Expiration Date: 7/5/2020 Owner(s): Town of Basalt Property Address: 30 Shining Mtn Way Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 6/5/19 & 6/18/19 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Two Compartment Concrete Tank Two Compartment Concrete Tank 1250 Gallons 1250 Gallons Secondary Treatment Unit Absorption Area Gravel bed 1500 ft2 Other System Components 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 #: 83029 Date of Issuance: 7/7/83 Date of Final Approval: 7/15/83 # of Bedrooms or fixtures served by OWTS: This system serves the 8 bedroom Quadplex. Operational Status: According to the inspector’s observations on site, the system appeared to functioning as designed. Tanks were in good water-tight condition and a new riser and lid were added as part of the inspection. The field area did not show any signs of failure such as surfacing effluent. Inspector Recommendations: N/A 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. Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2645-224-00-007 OWTS Use Permit #: 0038.2019.POWU Date Issued: 7/5/2019 Issued By: Bryan Daugherty Expiration Date: 7/5/2020 Owner(s): Town of Basalt Property Address: 30 Shining Mtn Way Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 6/5/19 & 6/18/19 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Two Compartment Poly Tank 500 Gallons Secondary Treatment Unit Absorption Area Gravelless Chamber bed 390 ft2 Other System Components 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 #: 98074 Date of Issuance: 11/9/98 Date of Final Approval: 7/16/99 # of Bedrooms or fixtures served by OWTS: This system serves the laundry facility for the quadplex. Operational Status: According to the observations of the inspector on site, the system appeared to be functioning as designed. The tank appeared to be in water-tight condition, a new riser and lid were added to the tank. The field area did not show signs of failure. Inspector Recommendations: Continue observation of liquid levels in 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. Deck as ay.V V2Blath Jr Dining Kit Bedroom r CI D: j Bath C) I Bedroom Duplex Bedroom ' Bath � I Living Ro-t Kitchen I CI — Fund �-thjlA.R x MedinaTM 31' Living Room I Bath CI L Bedroom CID5et Dining Kitchen CI Bedroom x oa w 4 Typical Unit Plan 'a 12.5' 2' h, Laundry utility 22.5' Quad Uh►'� L (\ 6"'Y40 Building Sketches and Approximate Floor Plans 29 & 30 Shining Mountain Way, Snowmass, CO Page 29 Town of Basalt CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com June 26, 2019 Jana Dillard Jana.Dillard@sothebysrealty.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 30 Shining Mountain Way (QUAD) Pitkin County, Colorado Jana, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 30 Shining Mountain Way, Basalt, Colorado on June 5 and 18, 2019. The legal description of the 6.852-acre property is as follows: Subdivision: BYRNS MULHER-BRODSKY & TOWN OF BASALT LOT LINE ADJ SUB EXEMPTION Tract: 81 Section: 34 Township: 8 Range: 86 Tract: 82 Section: 34 Township: 8 Range: 86 TOWN OF BASALT PARCEL There are two OWTSs serving the QUAD (Four Plex). One serves the plumbing in the residences, and the other is separate for laundry. The permits and record drawings were provided by Pitkin County Environmental Health Department (Parcel ID # 246734400001). The subject OW TS serving the residences consists of two 1250-gallon, concrete septic tanks. Effluent gravity flows to a soil treatment area (STA) described in the permit as 1500 square feet of infiltrative area with 2.5’ of gravel below lines. Individual Sewage Disposal System Permit 83029 documents this system. The system was sized to accommodate 8 bedrooms (4 units). The permit received final approval on July 15, 1983. The subject OWTS serving the laundry consists of one, 500-gallon, single-compartment septic tank. Effluent gravity flows to a distribution box and a chamber bed with 25 ‘Standard’ Infiltrator® chambers (5 rows of 5 chambers) for a total of 468 square feet of infiltrative area. Individual Sewage Disposal System Permit 98074 documents this system. The system was sized to accommodate a “laundry washer and utility sink”. The permit received final approval on July 15, 1983. The septic tanks serving the residences are located to the east of the structure. Each septic tank serves two units (4 bedrooms). Tanks tie together prior to entering the STA. All manhole lids are now located within 8-inches of grade. Two risers were added, and one lid was replaced. Both septic tanks had inlet and outlet tees. Tees were tucked under the lid of the tank. The outlet tee of the tank to the south is cocked but does not appear to inhibit flow. Liquid levels in both septic tanks were normal at the time of our inspection. Both septic tanks were pumped by Altitude Septic. We walked the approximate STA and found no evidence of surface saturation or failure at the time of our inspection. No inspection ports were observed. The septic tank serving the laundry is located north of the structure and the lid uncovered for our inspection. The tank was described as fiberglass in the permit but is plastic. A riser was added to bring access to grade. The single-compartment septic tank has both inlet and outlet tees. Liquid levels in the septic tank appeared normal at the time of our inspection. Photos show a stain above the standing liquid level. We cannot see the exact level of the liquid relative to the pipe existing the septic tank. Altitude Septic pumped the septic tank after the inspection and observed no sign of cracks or leaking at that time. The distribution box was accessible and appeared to be level. We walked the STA and found no evidence of surface saturation or failure at the time of our inspection. Inspection ports were present and were dry. This evaluation is not a guarantee of future system performance. This inspection is good for one year. 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 QUAD system photos Clean outs for each septic tank Southern tank / hole in inlet tee outlet tee tucked under and cocked sideways Inlet tee outlet tee Lid (replaced) Approximate STA Laundry photos Clean out on northeast side of building Septic tank under landscaping Water line appears to cross sewer line Approximate STA (inspection ports present) STA inspection port STA Distribution box distribution box Poly tank lid excavated side of tank This photo was taken inside the tank prior to pumping. There is stain above the standing liquid level, but there was no sign of leaking at the time of pumping. We cannot see the exact level of the liquid relative to the pipe existing the septic tank. REPAIR Lid replaced 30 Sh inin g M o u ntain Way Legend 30 Shining Mountain Way 100 ft N ➤➤ N 9,028 1,504.7 Legend 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Feet01,504.7752.33 Notes Pitkin Maps & More THIS MAP IS FOR INFORMATIONAL PURPOSES. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content represented. Map Created on 9:43 AM 06/26/19 at http://www.pitkinmapsandmore.com State Highway Road Centerline 9K Primary Road Secondary Road Service Road Rivers and Creeks Continuous Intermittent River, Lake or Pond Town Boundary Federal Land Boundary BLM State of Colorado USFS WE APPRECIATE YOUR BUSINESS! Altitude Septic PO Box 1534 Eagle, CO 81631 US (970) 471-0913 altitudeseptic@gmail.com Invoice 2215 BILL TO Carla 29/30 Shining Mountain Way Snowmass, CO 81654 DATE 06/24/2019 PLEASE PAY $3,030.35 DUE DATE 07/04/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 06/13/2019 Video Video lines - 29 Shining Mountain Way 1 300.00 300.00 06/17/2019 28 Pumping Pump Fee - 30 Shining Mountain Way 1,650 0.28 462.00 06/17/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 1,650 0.20 330.00 06/17/2019 Parts Replacement lids - 30 Shining Mountain Way 1 105.00 105.00 06/17/2019 28 Pumping Pump Fee for 2 septic tanks - 29 Shining Mountain Way 2,500 0.28 700.00 06/17/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 2,500 0.20 500.00 06/22/2019 28 Pumping Pump Fee - Laundry tank at 29 Shining Mountain Way 500 0.28 140.00 06/22/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 500 0.20 100.00 06/22/2019 Parts 2 risers and 1 lid - 29 Shining Mountain Way 1 393.35 393.35 TOTAL DUE $3,030.35 THANK YOU. tgG7_3qy- go -ooI t ASPEN*PITKIN ENVIRQNMENTAL HEALTH ARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. 029 TYPE OF PERMIT: '/// Initial Construction ( )Emergency Use O[)Repair Work,(Pievious Permit 1 t 1 REQ) ( )Alteration of an existing system, or Installation „ (Previous Permit 1 .) Use Permit as a result of Sale ( )Other. ISSUED TO: DATE OF ISSUE 7-7-93 Owner MlLTOn)TANDAAW-lV4iKlAWAMW Home Phone9UJ-,3QS3 Business Phone MailingAddress 14-6-I 6P/%OL' 2eeE&AAD #Z Agent Phone, Mailing Address Sewage Disposal System Work to be performed by QLAV 17AAel«ou J p /\` 9Thispermitvalid na 3l d/only for premises location by the foil le`g^a l deet[! pClomPAMai lf 'p-/Ils r[s7 LOT S tZE 7, ( J A GoeF-5 MATER SUPPLY (1ATL'LUAy LI HD/ V)S/0,( AVERAr:E PERCOLATION RATE 2_ M Ito. ^IC tL. This Individual Sewage Disposal Permit is granted with regard to the following use, 4 — (L.E/t Nw,ber of, Dedreoms _ 9 Lofts Carbage D(iisposala_'4 Dishwashers_ Clothea Washers CALCULATED AVERAGE DAILY WASTE LAAO 960 CALLONS.(1 (.SODS.`' 54 ^a11on1M n/d \ THE NATURE OF THE SYSTEM IINNCLUDfED UNDER THIS PERMIT: \ b l JU K awl//1 Type of Tank or Treatment Units JE- IIIC AA)t-d+' mcrcD'JET1A E2/1TORS1 Tank Capacity 2 q _Oallon Acthod of Final DlaposAia SEEPAGE I96AJC'ie-5 Absarptfoa Area Square Feat Minimum IDescription (including brand name, If any) of other equipment or appurtnancess I OIVG Other Conditions or Specifieattonst ADOCE07"o ISoo 11 (urrW 2I2 FT OF(;M E_L BECou) 4MIES. STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: I )9 i ofore Excavation (1C)UPon completion of excavation and prior to pincement of gravel ( )Before covering dscrihution CCC000 system of absorpton field Prior to backfill of any component ( )Other, Specify, Plans and specifications of the proposed sewago disposal system have born reviewed And are considered satisfactory. Permission is hereby granted to thn owner or his agent to Per(orm the work indicated above in accordance with the Pitkin County Individual Sewage Disposal Re-mlatlons in effect on the date of issue. In addition to general provisions act forth on the reverse hereof, this Permit is subject to the following additional terms and conditlonsl B E- APPROVED FOR ISSUE BY 45 X2 2 (title) The above Individual sewage disposal system Installed by (/(,yQV jjfj/[LD (% llhasbeenIn:,pceted for use by A repreacntattve of the Aspen lvt in Envt[un mem to Ilea t Ocp.v tmcnt. T u owner essumos a rucponsibllity in case of failure or Inpd q cy/a( it srvago disposal system. Complete as -built drawing attached. PARTIAL INSPECTN tIO DATE OF FINAL INSPEC ON -7 / S (SOME Cng3 IE ED WliHa JT/n/SPECT/o /% IC 31 a BY:// d6n TITLE Al 130 South Galena Street Aspen, Colorado E31611 303/925-2020 I ASPEN*PITKIN ENVIRONMENTAL HEALTH OEPARTMENT ArF _C:._.ION FOP.. PLY !:R)P',y 1 t Ci :• .,!_':J:.,:i.. L'TSP0.3P.L. PEP111T Mame ok cjz*r:R : M1L`rvlY= T- WhANN-AIIIMUE M-MFNAM/N iJ iiONF 9.17 36"3 pddriLes epi Owlj,^LZ ,1 5..'-'`. C/'IT L •C:Q.O/0.c i':'./'I T.. -_'O L....KI WMA'S.S Rame of A:1P'1JC4iM, SArAE- PITUNE _ _ q Z_ZoS4 F iE't4l TG, br: (.•/Piahod Up :')G:ile.l to: Y-_C GT IF. •'ITt Nr.Y 1n:tailatiar. I a•sOvne d. ( )i•Pplicant , 1 •x0.... D.. tH Kepatr WtoratiJn NOT die to !ails:: u;aI C stri :lon _PJIAT OF_.1 5__9D t 1 5_6=IY 3y Tp)IMru110 i ,o_vrjlR N6. _ bdl v:.rl.on Sirn M l.ck WtrTt- e F TM£ 5rX -i'1 %ZI NC, WA-L..-ME7R(0)- 1iPK,CF iL.r•nla Panll/ x.•a:.y i )GCC,411 F:b&_/kY eraY&r Nan any farther adFit!on> tc to T aeaiie:.ccl I IYE7 (!FrC fio•: of bed=tonic N cf :.efts n0 _ No. of CarinavaCarinatebisrnts 110, of Autocatie Di.hwasheta _ L 0. 0C Autu+atic clothaa Rist't.i D 1Tr:cat:. V1:11, Ccpth__..-____. M_. ..00 NPab1 L-, Rara nt Srvtem G-'•`•tL'iZ__.w.;.: a pr lw '/\ 1 )Stream of CrcO; r[PPS//O: S::i)1•/]Cn:RL 5tY_`._•' O79R•rR'_,Si$TFM FIR(Pr)F=U, ' nptic Tant/Maorptfon Field ( lAoratrun Flenr/Abanrntler, 1•_ -id t ICoapisting Toile! ( )1nc!rnrat1nr. Te;1et ( ):b.•rd lRecyclina, PaUabin aa.• [ lEvcrel:.9. other uaa Prfvy 1 10^•''tt•r._ __-__ Qte initial site ta:p.•r: f.nn mart bw ar.an9ad vita th^ he.rl'.h beParLtant (ax_1610, ft: 7G-:?•. e.m.) afore a ^^rnAt ca.. L- lrrcew. ?no ir._lvlduxl sewy- aisperal grtmic uwvt. oe. luv._d inf6ro o bulldiny pormit can is n`otaipad. MAL n GIC='t DY `_Si. Rr4!.ix DEPAkTr•SNT ••:QOR YO IIACKriu.:NG ANY PonTTc:: 7e SHt:::...:;.G. i.polieat!ot ter en inAt•n ave: swage arsf•asel Pnrmit is her.: Y .t.umittcA. -hr crd.rriened acknovledgea that the A" -,e fnfurmatlor It trv^ and trac ialeu !;!!urm+tion .,,il innvvaldattc,-the a,FF);cation and aLp taLatgj[s,t pera.lt. AOF—! — o:9natu.x 0f APp:icant _!.'• y} •.l L+y6.tr.Ye l bA?'E_ jf C'2 1 acPi1c.111-1 bttames. ir:•Slld 11 mo:_Ir from as _tOua date., NOTE : PLOT PLION rlllst be: Mud with this app3if.ation. Ylenrs locate the following !teras by [•Ie4Yn.fJ distances: P-wc•-ty lines altd diatenaiens. 2. Proposed anti existing .rater wells on ...:'iic:: 1 roperkY -'Ild e, adjzcent property. 3. Oom•estic water ser -Ace liras- a4. Ptopostld and ex.inting buildLnys, dxivewi.-s, and othec \ ztructu-es. 5. Streams, lakes, pu::ds, irriycr_ion eitchc., _r.d ether tr-ter 1 Cour'..ti. f G. Propozad and existing individual sewage Synt_.-s on rubjact property. E;UbMIT A REVISED PLOT Plih-N PRIOR TO .:nNSTRUCTION I: INSTALLFTIC*! I:; TO BE CRIUNIGED I':,0M CRIGINAL PLAN.' 1 s andcralgned hrr-b; acknevledg" recelpt of this )ndivid,ml aw..9a elapoa..l penin eaptteation and a Peruit f/t•.a Lr. tI'c srzu' Ot 0_..-, Receipt Nvmber _ . Date Fen Rncelved M-rAn.'"rativo orf i -:m 130 South Galena Street Ampeh, Colorado 81811 30"SN"01010 00 --j L) Permit If 98074 As*Pitkin Environmental Health Depart Pernm for an Individual Sewage Disposal SOL 130 S. Galena St. Aspen, Colorado 81611 Phone 970.920-5070 / FAX 970-920-5197 Par 2467-344-00-001 Type of permit New( ) Repair( ) Addition to House( X ) Name of Owner Rocky Mountain Institute Street Address 29 Shining Mountain Way, Snowmass c114e Property legal description Part of Tract 81 and 82, Section 34, T8S R86'W Size of lot Water source water Total square addition to have 175 sq.ft. of bedrooms in house 8 # of offices, lofts & similar sized rooms in N/A Caretaker unit N/A Total square footage of the of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms Laundry washer and utility sink Permit information Designed by Dave Powell w/ Timberline Engineering Mailing Address P.O. Box 631, Carbondale, CO 81623 Perc rate 26 Profile hole depth 8 Depth to groundwater or bedrock none detected Septic tank capacity 390 gallons Absorption area 557sq.ft or 390 sq.ft utilizing 30% reduction for chambered units Comments The Engineer's Design and specifications dated 11/5/98 should be followed which include: 1) 500 gallon fiberglass septic tank. 2) 390 sq.ft of absorption area, including 25 gravelless chambered units. 3) Drinking water supply lines within 10 feet of sewer line or effluent lines must be protected per regulations and engineer's specifications. 4) Septic tank location must meet all setbacks. Any changes to the design must be reviewed and approved by this Department prior to implementation. Permit approved by:// tiV &k Date: Plans and specificatioh mhe proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: Final inspection approval: — •e' h4 Ai -. Date: ICF 3 q ASPEUTKIN ENVIRONMENTAL HEALTH D-nARTMENT APPLICAMON FOR INDIVIDUAL SEWAGE DISKAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Nameof OWNER ROCKY MOUNTAIN INST TUTF. Owner's Mailing Address 1739 SnnW ass Crack u.,ad- Snowmass Co 81654-9199 Business Phone: 970-927-3851 Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name John Roberts If not available rontnrt Jennifer Cnirnq Company Same as above. Contact Mailing Address Business Phone: 927-1851 Cell Phone: Fax: 927--4173 7q 4 I0 Parcel ID # (available from assessor's office 2 4at920-5160 or at www.aspen.com/assessort) Street address of property 29 Shining Mountain Way, 6 7. 3 4 4- 0 0- 0 0 1 Snowmass CO Legal Description: Lot Block Filing Subdivision Part of Tracts -9T and 82, Section 34, T8S R86W Size of lot: acres. Type of proposed structure: 1aund_y_ Size of bldg. envelope: See attatTd survey. f'); room Total square feet of house # of bedrooms in house 8 (Four- of offices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( of bedrooms in can Total area(sq. ft.) of caretaker unit N/A Permit is for. New Home ( ) Repair due to failure ( ) i - 6 VAddition (X ) Emergency use ( ) Water. Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (X ) If community system: Name of system Gateway Subdivision The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irigaticn ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant Date n Lov s, Pr sident Received by r (q Aeceipt # (Q Date ' ! 04) L J 0 Aspen 1 Pitkin Environmental Health Department Contact Lag Sheet ■Oq4n■ r Parcel I D• ► . Address: Date I Person Spoken To Comments I Action to Ea-Ta- ken Initials I L a I _ ing RAM Ira r f�,"�=� /%wl• ,r CAI r it 77AM-T.-ISM7,13-3=2 •--3Q a.i W%` ff's i uza 2 art• • F I �O M fLUM� 4] LV 111113011[ IZ _ II\'II I \ (ILII [ K II\ STRUC113RAUCIINIIL ENGINEERING # CONTRACTING # CERTIFIED (ENERGY DESIGN PROFESSIONAL June 13, 1999 Pitkin County Environmental Health 130 South Galena Aspen, Colorado 81611 Re: ISDS Installation Rocky Mountain Institute Shining Mountain Way Snowmass, CO Dear Environmental Health: The installation of the greywater ISDS for the above residence has been completed and has been installed in accordance with applicable county specifications and the approved plan. If you have any questions, please call me at 963-9869. Sincerely, David A. Powell, I Reg. No. 25851 OPV\D A. p0'1 ste4 IP.O. BOX 631 CARBONDALE, CO. 81623 ]PHONE 970 %3 9869 / FAX 970 963 9003 10/27/1998 16:08 10-26-98 9709455547 Pitkin County Environmental Health Attention: Jeanette Fax Number: 920-5197 RF,: Rocky Mountain Institute Four-plex unit snowmass, CO ROTO ROOTER PAGE 01 P.O. Box 1800 Glenwood Springs, CO 81602 Office: 0324 Coryell Ridge Rd. Glenwood Springs, CO 81601 970.945.5519 970.925.1833 970.963.2521 970.945.5547 Fax As per the request of John Rnberls. the lidlowin.g inlimnation is hereby submitted for your inlermrdon tmd evaluation: I -The tank sizes arc ennllrated to he 1250 gollons each. 2 — The outlet battles un each tank confirm to the specifications required. If you have any questions regarding this information. please call me at the office number lixW above. zz suhmiltcd. Darrcll W. Warren I FAX I Date 09/24/98 INumber of pages including cover sheet % TO: John Roberts w/ Rocky FROM: Jannette Whitcomb, Mountain Institute REHS Aspen/Pitkin Env. Health 130 South Galena Street Aspen, CO 81611 Phone 970.927.3851 Phone 970-920-5069 Fax Phone 970.927.4178 Fax Phone 970-920-5197 cc: REMARKS: Urgent ® For your review Reply ASAP Please Comment John... I have included in this fax a small portion of the ISDS file we have for RMI's 4-plex on Shining Mtn. Way. The file is too large to fax it completely. Please stop by the office if you would like the complete file copied for your records. As you know, this Department has been working with you on determining if the current ISDS system is sized to handle the additional load of a cloths washer. On the most recent permit we have for the 4-plex it states that no washer was to be utilized. Thus, the permit used a reduced water usage factor of 54 gpd instead of 75 gpd. As stated on July 1, 1998, The RMI must have an Engineer evaluate the current system. Also, RMI must have three new perc tests taken in the area around (but not in ) the absorption area. The perc tests used to size the existing absorption area were inadequate. RMI must have the septic tank location, size and status verified. This Department is aware that unpermitted tanks were installed for this system in 1995. Thus, the tanks were not inspected by this Department. An Engineer must verify that they are functional and installed with an inlet and outlet tee or baffle. Once you have collected the necessary information, this Department will be able to determine i an upgrade on the existing ISDS system is necessary before signing off on the Building Permit. If you have any questions, please call. Thank you, s i I a e IVAdtd q SL.tet st$u t avr rvde"+ 40 T IU JUN. is. 19% 9:52pr CITY OF RSPEN FAX FQn m 7 John Roberts, Rocky Mtn Institute Phone 927.8268 Fax Phone 927.4178 I Date 06/18/88 Number of pages indudin_o cover shset 2 7"O ; 4F Jannette Whitcomb, REHS Asper Pitkin Env, Health 130 S. Galena Street Aspen, CO 81611 Phone 970-920-5069 Fax Phone 970-920-5197 I Co. REMARKS: Urgent ® For your review Reply ASAP Please Comment John... I faxed you a copy of the site map the department has of the 4-plex, located on Shining Mtn, Way. We need for you to draw in the location of the laundry room and send it back to this department. We want to make sure it is not built over the septic tanks or field. Please call this department if you have any questions. Thank you, Janette Whitcomb JX TO'd 8LTC LZ6 8L6 31ni i iSN I ' N1W AADOb 92:60 866T-EE-Nnf A - One GALLVAO 7kr-A6AOT3 &URN No AMATOOS TTA 100 ff TAFA040$ 2KF-r OF C.AAWL ISELDVA LJ6" 0 r u FAX TO: John Roberts, Rocky Mtn Institute Phone 927.8268 Fax Phone 927.4178 CC: 0 I Date 06/18/98 INumber of pages including cover sheet 2 FROM: Jannette Whitcomb, REHS Aspen/Pitkin Env. Health 130 S. Galena Street Aspen, CO 81611 Phone 970-920-5069 Fax Phone 970-920-5197 REMARKS: Urgent ® For your review Reply ASAP Please Comment John... I faxed you a copy of the site map the department has of the 4-plex, located on Shining Mtn. Way. We need for you to draw in the location of the laundry room and send it back to this department. We want to make sure it is not built over the septic tanks or field. Please call this department if you have any questions. Thank you, Jannette Whitcomb 0 HEPWORTH-FAWLAK GEOTECHNICAL, INC. October 20, 1998 Rocky Mountain Institute Attn: Red Cain 0 5020 Road 154 clenwood springs, CO 81601 F" 970 945.8454 Phone 970 945.7988 1739 Snowmass Creek Road Snowmass, Colorado 81654 Job No. 198 705 Subject: Percolation Testing, Windstar Fourplex, 29 Shining Mountain Way, Pitkin County, Colorado Dear Mr. Cain: As requested by Dave Powell, Hepworth-Pawlak Geotechnical, Inc. performed percolation testing at the subject site. The work was done in accordance with our agreement for professional services to Rocky Mountain Institute dated October 15, 1998. At the time of our site visit on October 16, 1998, a profile pit and three percolation test holes had been excavated at the site. The profile pit was located about 45 feet north of the northeast corner of the fourplex. The soils exposed in the profile pit consisted of about 1 foot of topsoil overlying silty sandy clay to the bottom depth of 81k feet. No free water was observed in the pit and the soils were moist. Three percolation test holes, located about 15 feet north and east of the profile pit, were prepared and presoaked with water by others on October 15, 1998. Percolation besting was performed by a representative of Hepworth-Pawlak Geotechnical, Inc. on October 16, 1998. The percolation test results are presented on Table I. The average percolation rate was 26 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Rev LEE/kk cc:Alive P©we 13 10 0 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS JOB NO. 198 705 HOLE NO. HOLE DEPTH INCHES) LENGTH OF INTERVAL IMIN) WATER DEPTH AT START OF INTERVAL INCHES) WATER DEPTH AT END OF INTERVAL INCHES) DROP IN WATER LEVEL INCHES) AVERAGE PERCOLATION RATE MINJINCH) P-1 44 15 14 12 Y 1 'h 26 12 h 11 h 1 101A 1 10 'h 91/. 9'G 8'h 1 8'h 8'/./2 e '/. 7 '1/ 7 X 7 2 P-2 50 15 14 12 '/. 1 30 12 '/. 11 K 1 11 Y. 10 'h 3/. 10% 10 10 91A 9 '/. 8 Y. 8 '/. a /. h 81A 7 % 2 P-3 48 15 14 12 h 1 'h 23 12 h 11 Y. 1 Y. 11 Y. 10 Y. 1 10 '/. 9 M. 9 % 8 'h 1 8 'h 7 % 7% 7 7 61/2 2 Note: Percolation tests were performed on October 16, 1998. The average percolation rate is basec or the last three readings of each test. i!ij- p SITE PLAN HIGH COUNTRY APPRAISAL ASSOCIP_TES 12- nQ iS u r G r7 INTERCEPTOR DRAINAGE DIT IYr I, I", v,• -.- A " INFIL TF SCALE 1/2" INTERCEPTOR DRAINAGE DITCH INFILTRATOR - — OT, \ \\ \ \ \ INnL7ATION.FIELD \ \ \ \ \ \ 25 UNITS PROVIDED)\ NSPECTION, PORTS. cm CORNERS \ \ \ \ \ \ \\ \ \ 1.00± A C. \ \ \ \ \ \ \ \ \ \ \ \ 77 \ \\ \\ CONCRETE, DISTRIRUTION BOX\• \ \ \ \ \ \ \ \ \ \ \\ 500 GALLON FIBERGLASS TANK \ \ \ \ \ \ \ \ \ \ \ \ SINGLE'COMPARTMENT \ \ \ \ \ \ \ \ \ \ \ \ VERIFY LOCATION DF XIS"; \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ WATER LINE AND PROTECTI \ 0 (REF. WATER CROSSING NC; \ \` \ \ \• \ \ \\ \ \ S'__'\; 111\ 11, 1\ \`-= \ \ \\ ' ISrfG o. S` 83°44,3x„ _`_, _-1\> \\\ _ \ ', ;\CMENTE \ \ \ \ \ a- \ ' , ELS • \ \ y WATER AL T Ryp_ \ \ __- --A-- \ T -- 1 \ % O A7 *p Nle E - -. ADDITION MtE CLEANOUT NEW i it(' "----- LAUNDRY vv v APPkX0 .LOCA7ION iERF.'1 PIPE o 1 _7 PARKING, 1 1 ll 11 11 I, h I II I / v 1". 00 A C. / v ` IIIh111 i i I , v 1 1 1 1 GO h vA111111111111/ III 1 1 I 1 CJI 1 II11111111 I I/ J I - 1 1 I I vv I \1 \\ BLDG/ B, u o= III 1g111111 FO(RPLEXo n11r 1 1 1 1 1 1 w i1111III . ' 1111g111111 vv, ,:•- \ _ _-- l •' 1111111,,, I I I I I I ; / GE OF--,/,, I01AIEL. I ,,111111,1„ I I ' I I I ; ; v vv vv vv v vv v ' -• / I I II jj111111111111111 11 I I I iI I I / D ' b 1,1 I 1 1 111 1 I I I L LL It ' 299.45' N 89°57'59" W 0 L-A G 1250 GAS `''! CONC. SEPTIC TANKS ,i NOT WATE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF (SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS AREIER THAN TEN (10') FEET. PIPE OF SCHEDULE 40 RATING OR LR MUST BE USED, OF SUFFICIENT DIAMETER TO EA51LY SLID__R AND COMPLETELY ENCASE THE LINE. RIGID END CAPS OF iAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN AER -TIGHT FASHION TO THE ENDS OF THE ENCASEEMENT PIPSERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE IN THE LOWERMOST SECTION OF THE RIGED CAP SO THAT THEIEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPEE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS MUS SEALED WITH AN APPROVED UNDERGROUND SEALANT COMILE WITH THE PIPING USED. NATURAL BALL --\ u SCALE. t"= 1'-0" RCEPTOR DRAINAGE DITCH NATURAL GROUND A. CALCULATIONS 1. PERCOLATION RATE = 26 MPI AVG. (H.P. GEOTECH. JOB NO. 198 705) 2. DESIGN FLOW = 8 BEDROOMS X 2 X 19.5 X 1.75 = 546 GALLONS PER DAY GRAY WATER LAUNDRY FACILITY - 19.5 GPC/PERSON FOR WASHER) 3. REQUIRED SEPTIC TANK CAPACITY = 8 X 2 X 19.5 X 1.25 = 390 GALLONS USE SINGLE COMPARTMENT 500 GAL. FIBERGLASS TANK 4. ABSORBTION BED AREA REQUIRED = A = ( 546 / 5) * 26"1/2 = 557 SF DEDUCT 30% FOIA INFILTRATOR BED = 390 SF 5. INFILTRATOR BED INSTALLATION: 390 SQ. FT./ 15.5 SQ.FT PER UNIT = 25 UNITS MIN. USE 5 UNIT X 5 UNIT INFILTRATOR ARRAY (25 UNITS PROVIDED) 6. WELL SETBACK DISTANCE 100 FT 7. DITCH AND POND SETBACK DISTANCES 50 FT 5CALf; P' s Z()' B. GENERAL NOTES 1. THE INFILTRATOR BED SHALL BE LEVEL (+dL0.1NCHES), ON NATURAL GROUND (NOT IN FILL AND 9 MUST PROVIDE POSITIVE DRAINAGE AWAY FROM THE BED. 2. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE 3. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALUG.NMENT AND IF A CHANGE IN ALLIGNMENT OR GRACE 'S ';- ESSAR ; A CLEAN'Ci T WILL BE REQUIRED AT THE CHANGE. THE MINIMUM GRADE OF THE PIPE MUST 3E 1/4" PER FOOT. TnE PIPE M;ST BE A MINIMUM OF ASTV 2729 PVC PIPE. IF THE LINE CROSSES A VEHICULAR ACCESS, THE PIPE SPECIFICATION SHALL BE CLANGED TO ASTM 3034 PVC OR BETTER. A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. THE PIPE SHALL BE A MINIMUM OF 4"N DIAMETER. 4. THE PIPE FROM THE SEPTIC TANK TO THE IARLTRATOR BED SYSTEM MUST BE INSTALLED AS FOLLOWS: THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOT. THE PIPE SHALL BE A MINIMUM OF ASTIR 2729 PVC PIPE. IF _ .r- CROSSES A VEHICULAR ACCESS, THE PIPE SPECIFICATION SHALL BE CHANGED TO ASTM 3034 PVC BETTER. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 5. USE RISERS TO BRING THE SEPTIC TANK AC.'ESS WITHIN 6" OF FINAL GRADE, 6. ALL MATERIALS, INSTALLATION PRACTICES AAD SETBACK REQUIREMENTS SHALL COMPLY WITH PITKIN COUNTY INDIVIDUAL SEVAGE DISPOSAL SYSTEM REGULATIONS. 7. INFILTRATOR COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 8. PLACE DISTRIBUTION BOX AND DISTRIBUTION PIPES ON 3/4" SCREENED ROCK. i. THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBAC. DISTANCES (INCLUDING ON SJRROUNDING PROPERTIES), CONTOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES OF GREATER THAN 157 WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS. OPYRIGHT DRAWN BY I/V/''IS DATE 11/4/98 REVISIONS SCALE S St OWN DDRjAWINGG SHEET EFFLUENT PIPE, ENCASED 'N SCHED. +0 v I v v 10PIPE ., FT `EACH SIDE OFvTHE WA TERL-INE vvvvvvvvv 500 GALLON FIBERGLASS TANK SINGLE COMPARTMENT i V ---- INFILTRATION,, FIELDv 5 x 5 UNIT ARRAY \\ INSPE,CTION''FORTS @ CORNERS", CONCRETE DISTRIBUTI`QN BdX `v W11vvBAFFLE v y AV A vv INFILTRATION,, FIELDv 5 x 5 UNIT ARRAY \\ INSPE,CTION''FORTS @ CORNERS", CONCRETE DISTRIBUTI`QN BdX `v W11vvBAFFLE v ER- - t-- A- /- Y\ 8-3 04 4 % jo9 vAvv\ \ AAC N7 IELD\ V V A \\ A A 1 v vv vv v v / WA TER— v v v v y ISA L VE a V A V A A A V V --- ADDITION v I & NEW vy _ I I v v I LAUNDRY v LfvANOU AP P R OX.L OCA T101 I PERE. PIPE v V I 1 v vL0I ; 1 \ i t v v v v v v v v v v y vIIII ; I I 1 I Iri v y y A A \ I / y vB L D I I I6 v v FOURFLEX. i Ep i V A CD 7 VRVEvAvVvvvv v v v v vvv vv v v vvv // f/ III 1 1 I I v 1 1 ---- I -- I-- v -- - -- I I L7--- __I V AV v V A vv v vv vv vv v v vv v vV A -___ v__ __-_-_ -- -------- 1 I_I I 11 ------_----_ 299.45 N 89`57 59" W TWO EXISTING 1250 GAL. CONC. SEPTIC TANKS w P.UO flu^ I sro+rAL COPYRIGHT b t DRAWN BY O OVZv O \ O DATE REVISIONS 6/lr.`J/ liSBUILT SCALE DRAWING SHEET y AV A II ER- - t-- A- /- Y\ 8-3 04 4 % jo9 vAvv\ \ AAC N7 IELD\ V V A \\ A A 1 v vv vv v v / WA TER— v v v v y ISA L VE a V A V A A A V V --- ADDITION v I & NEW vy _ I I v v I LAUNDRY v LfvANOU AP P R OX.L OCA T101 I PERE. PIPE v V I 1 v vL0I ; 1 \ i t v v v v v v v v v v y vIIII ; I I 1 I Iri v y y A A \ I / y vB L D I I I6 v v FOURFLEX. i Ep i V A CD 7 VRVEvAvVvvvv v v v v vvv vv v v vvv // f/ III 1 1 I I v 1 1 ---- I -- I-- v -- - -- I I L7--- __I V AV v V A vv v vv vv vv v v vv v vV A -___ v__ __-_-_ -- -------- 1 I_I I 11 ------_----_ 299.45 N 89`57 59" W TWO EXISTING 1250 GAL. CONC. SEPTIC TANKS w P.UO flu^ I sro+rAL COPYRIGHT b t DRAWN BY O OVZv O \ O DATE REVISIONS 6/lr.`J/ liSBUILT SCALE DRAWING SHEET 832‐R‐13‐002 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 June 26, 2019 Jana Dillard Jana.Dillard@sothebysrealty.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 30 Shining Mountain Way (QUAD) Pitkin County, Colorado Jana, As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit inspection at 30 Shining Mountain Way, Basalt, Colorado on June 5 and 18, 2019. The legal description of the 6.852-acre property is as follows: Subdivision: BYRNS MULHER-BRODSKY & TOWN OF BASALT LOT LINE ADJ SUB EXEMPTION Tract: 81 Section: 34 Township: 8 Range: 86 Tract: 82 Section: 34 Township: 8 Range: 86 TOWN OF BASALT PARCEL There are two OWTSs serving the QUAD (Four Plex). One serves the plumbing in the residences, and the other is separate for laundry. The permits and record drawings were provided by Pitkin County Environmental Health Department (Parcel ID # 246734400001). The subject OW TS serving the residences consists of two 1250-gallon, concrete septic tanks. Effluent gravity flows to a soil treatment area (STA) described in the permit as 1500 square feet of infiltrative area with 2.5’ of gravel below lines. Individual Sewage Disposal System Permit 83029 documents this system. The system was sized to accommodate 8 bedrooms (4 units). The permit received final approval on July 15, 1983. The subject OWTS serving the laundry consists of one, 500-gallon, single-compartment septic tank. Effluent gravity flows to a distribution box and a chamber bed with 25 ‘Standard’ Infiltrator® chambers (5 rows of 5 chambers) for a total of 468 square feet of infiltrative area. Individual Sewage Disposal System Permit 98074 documents this system. The system was sized to accommodate a “laundry washer and utility sink”. The permit received final approval on July 15, 1983. The septic tanks serving the residences are located to the east of the structure. Each septic tank serves two units (4 bedrooms). Tanks tie together prior to entering the STA. All manhole lids are now located within 8-inches of grade. Two risers were added, and one lid was replaced. Both septic tanks had inlet and outlet tees. Tees were tucked under the lid of the tank. The outlet tee of the tank to the south is cocked but does not appear to inhibit flow. Liquid levels in both septic tanks were normal at the time of our inspection. Both septic tanks were pumped by Altitude Septic. We walked the approximate STA and found no evidence of surface saturation or failure at the time of our inspection. No inspection ports were observed. The septic tank serving the laundry is located north of the structure and the lid uncovered for our inspection. The tank was described as fiberglass in the permit but is plastic. A riser was added to bring access to grade. The single-compartment septic tank has both inlet and outlet tees. Liquid levels in the septic tank appeared normal at the time of our inspection. Photos show a stain above the standing liquid level. We cannot see the exact level of the liquid relative to the pipe existing the septic tank. Altitude Septic pumped the septic tank after the inspection and observed no sign of cracks or leaking at that time. The distribution box was accessible and appeared to be level. We walked the STA and found no evidence of surface saturation or failure at the time of our inspection. Inspection ports were present and were dry. This evaluation is not a guarantee of future system performance. This inspection is good for one year. 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 QUAD system photos Clean outs for each septic tank Southern tank / hole in inlet tee outlet tee tucked under and cocked sideways Inlet tee outlet tee Lid (replaced) Approximate STA Laundry photos Clean out on northeast side of building Septic tank under landscaping Water line appears to cross sewer line Approximate STA (inspection ports present) STA inspection port STA Distribution box distribution box Poly tank lid excavated side of tank This photo was taken inside the tank prior to pumping. There is stain above the standing liquid level, but there was no sign of leaking at the time of pumping. We cannot see the exact level of the liquid relative to the pipe existing the septic tank. REPAIR Lid replaced 30 Sh inin g M o u ntain Way Legend 30 Shining Mountain Way 100 ft N ➤➤ N 9,028 1,504.7 Legend 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Feet01,504.7752.33 Notes Pitkin Maps & More THIS MAP IS FOR INFORMATIONAL PURPOSES. Pitkin County GIS makes no warranty or guarantee concerning the completeness, accuracy, or reliability of the content represented. Map Created on 9:43 AM 06/26/19 at http://www.pitkinmapsandmore.com State Highway Road Centerline 9K Primary Road Secondary Road Service Road Rivers and Creeks Continuous Intermittent River, Lake or Pond Town Boundary Federal Land Boundary BLM State of Colorado USFS WE APPRECIATE YOUR BUSINESS! Altitude Septic PO Box 1534 Eagle, CO 81631 US (970) 471-0913 altitudeseptic@gmail.com Invoice 2215 BILL TO Carla 29/30 Shining Mountain Way Snowmass, CO 81654 DATE 06/24/2019 PLEASE PAY $3,030.35 DUE DATE 07/04/2019 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 06/13/2019 Video Video lines - 29 Shining Mountain Way 1 300.00 300.00 06/17/2019 28 Pumping Pump Fee - 30 Shining Mountain Way 1,650 0.28 462.00 06/17/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 1,650 0.20 330.00 06/17/2019 Parts Replacement lids - 30 Shining Mountain Way 1 105.00 105.00 06/17/2019 28 Pumping Pump Fee for 2 septic tanks - 29 Shining Mountain Way 2,500 0.28 700.00 06/17/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 2,500 0.20 500.00 06/22/2019 28 Pumping Pump Fee - Laundry tank at 29 Shining Mountain Way 500 0.28 140.00 06/22/2019 Septic Dump Revenue WGS Dump Fee WGS Sanitation 500 0.20 100.00 06/22/2019 Parts 2 risers and 1 lid - 29 Shining Mountain Way 1 393.35 393.35 TOTAL DUE $3,030.35 THANK YOU. tgG7_3qy- go -ooI t ASPEN*PITKIN ENVIRQNMENTAL HEALTH ARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. 029 TYPE OF PERMIT: '/// Initial Construction ( )Emergency Use O[)Repair Work,(Pievious Permit 1 t 1 REQ) ( )Alteration of an existing system, or Installation „ (Previous Permit 1 .) Use Permit as a result of Sale ( )Other. ISSUED TO: DATE OF ISSUE 7-7-93 Owner MlLTOn)TANDAAW-lV4iKlAWAMW Home Phone9UJ-,3QS3 Business Phone MailingAddress 14-6-I 6P/%OL' 2eeE&AAD #Z Agent Phone, Mailing Address Sewage Disposal System Work to be performed by QLAV 17AAel«ou J p /\` 9Thispermitvalid na 3l d/only for premises location by the foil le`g^a l deet[! pClomPAMai lf 'p-/Ils r[s7 LOT S tZE 7, ( J A GoeF-5 MATER SUPPLY (1ATL'LUAy LI HD/ V)S/0,( AVERAr:E PERCOLATION RATE 2_ M Ito. ^IC tL. This Individual Sewage Disposal Permit is granted with regard to the following use, 4 — (L.E/t Nw,ber of, Dedreoms _ 9 Lofts Carbage D(iisposala_'4 Dishwashers_ Clothea Washers CALCULATED AVERAGE DAILY WASTE LAAO 960 CALLONS.(1 (.SODS.`' 54 ^a11on1M n/d \ THE NATURE OF THE SYSTEM IINNCLUDfED UNDER THIS PERMIT: \ b l JU K awl//1 Type of Tank or Treatment Units JE- IIIC AA)t-d+' mcrcD'JET1A E2/1TORS1 Tank Capacity 2 q _Oallon Acthod of Final DlaposAia SEEPAGE I96AJC'ie-5 Absarptfoa Area Square Feat Minimum IDescription (including brand name, If any) of other equipment or appurtnancess I OIVG Other Conditions or Specifieattonst ADOCE07"o ISoo 11 (urrW 2I2 FT OF(;M E_L BECou) 4MIES. STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: I )9 i ofore Excavation (1C)UPon completion of excavation and prior to pincement of gravel ( )Before covering dscrihution CCC000 system of absorpton field Prior to backfill of any component ( )Other, Specify, Plans and specifications of the proposed sewago disposal system have born reviewed And are considered satisfactory. Permission is hereby granted to thn owner or his agent to Per(orm the work indicated above in accordance with the Pitkin County Individual Sewage Disposal Re-mlatlons in effect on the date of issue. In addition to general provisions act forth on the reverse hereof, this Permit is subject to the following additional terms and conditlonsl B E- APPROVED FOR ISSUE BY 45 X2 2 (title) The above Individual sewage disposal system Installed by (/(,yQV jjfj/[LD (% llhasbeenIn:,pceted for use by A repreacntattve of the Aspen lvt in Envt[un mem to Ilea t Ocp.v tmcnt. T u owner essumos a rucponsibllity in case of failure or Inpd q cy/a( it srvago disposal system. Complete as -built drawing attached. PARTIAL INSPECTN tIO DATE OF FINAL INSPEC ON -7 / S (SOME Cng3 IE ED WliHa JT/n/SPECT/o /% IC 31 a BY:// d6n TITLE Al 130 South Galena Street Aspen, Colorado E31611 303/925-2020 I ASPEN*PITKIN ENVIRONMENTAL HEALTH OEPARTMENT ArF _C:._.ION FOP.. PLY !:R)P',y 1 t Ci :• .,!_':J:.,:i.. L'TSP0.3P.L. PEP111T Mame ok cjz*r:R : M1L`rvlY= T- WhANN-AIIIMUE M-MFNAM/N iJ iiONF 9.17 36"3 pddriLes epi Owlj,^LZ ,1 5..'-'`. C/'IT L •C:Q.O/0.c i':'./'I T.. -_'O L....KI WMA'S.S Rame of A:1P'1JC4iM, SArAE- PITUNE _ _ q Z_ZoS4 F iE't4l TG, br: (.•/Piahod Up :')G:ile.l to: Y-_C GT IF. •'ITt Nr.Y 1n:tailatiar. I a•sOvne d. ( )i•Pplicant , 1 •x0.... D.. tH Kepatr WtoratiJn NOT die to !ails:: u;aI C stri :lon _PJIAT OF_.1 5__9D t 1 5_6=IY 3y Tp)IMru110 i ,o_vrjlR N6. _ bdl v:.rl.on Sirn M l.ck WtrTt- e F TM£ 5rX -i'1 %ZI NC, WA-L..-ME7R(0)- 1iPK,CF iL.r•nla Panll/ x.•a:.y i )GCC,411 F:b&_/kY eraY&r Nan any farther adFit!on> tc to T aeaiie:.ccl I IYE7 (!FrC fio•: of bed=tonic N cf :.efts n0 _ No. of CarinavaCarinatebisrnts 110, of Autocatie Di.hwasheta _ L 0. 0C Autu+atic clothaa Rist't.i D 1Tr:cat:. V1:11, Ccpth__..-____. M_. ..00 NPab1 L-, Rara nt Srvtem G-'•`•tL'iZ__.w.;.: a pr lw '/\ 1 )Stream of CrcO; r[PPS//O: S::i)1•/]Cn:RL 5tY_`._•' O79R•rR'_,Si$TFM FIR(Pr)F=U, ' nptic Tant/Maorptfon Field ( lAoratrun Flenr/Abanrntler, 1•_ -id t ICoapisting Toile! ( )1nc!rnrat1nr. Te;1et ( ):b.•rd lRecyclina, PaUabin aa.• [ lEvcrel:.9. other uaa Prfvy 1 10^•''tt•r._ __-__ Qte initial site ta:p.•r: f.nn mart bw ar.an9ad vita th^ he.rl'.h beParLtant (ax_1610, ft: 7G-:?•. e.m.) afore a ^^rnAt ca.. L- lrrcew. ?no ir._lvlduxl sewy- aisperal grtmic uwvt. oe. luv._d inf6ro o bulldiny pormit can is n`otaipad. MAL n GIC='t DY `_Si. Rr4!.ix DEPAkTr•SNT ••:QOR YO IIACKriu.:NG ANY PonTTc:: 7e SHt:::...:;.G. i.polieat!ot ter en inAt•n ave: swage arsf•asel Pnrmit is her.: Y .t.umittcA. -hr crd.rriened acknovledgea that the A" -,e fnfurmatlor It trv^ and trac ialeu !;!!urm+tion .,,il innvvaldattc,-the a,FF);cation and aLp taLatgj[s,t pera.lt. AOF—! — o:9natu.x 0f APp:icant _!.'• y} •.l L+y6.tr.Ye l bA?'E_ jf C'2 1 acPi1c.111-1 bttames. ir:•Slld 11 mo:_Ir from as _tOua date., NOTE : PLOT PLION rlllst be: Mud with this app3if.ation. Ylenrs locate the following !teras by [•Ie4Yn.fJ distances: P-wc•-ty lines altd diatenaiens. 2. Proposed anti existing .rater wells on ...:'iic:: 1 roperkY -'Ild e, adjzcent property. 3. Oom•estic water ser -Ace liras- a4. Ptopostld and ex.inting buildLnys, dxivewi.-s, and othec \ ztructu-es. 5. Streams, lakes, pu::ds, irriycr_ion eitchc., _r.d ether tr-ter 1 Cour'..ti. f G. Propozad and existing individual sewage Synt_.-s on rubjact property. E;UbMIT A REVISED PLOT Plih-N PRIOR TO .:nNSTRUCTION I: INSTALLFTIC*! I:; TO BE CRIUNIGED I':,0M CRIGINAL PLAN.' 1 s andcralgned hrr-b; acknevledg" recelpt of this )ndivid,ml aw..9a elapoa..l penin eaptteation and a Peruit f/t•.a Lr. tI'c srzu' Ot 0_..-, Receipt Nvmber _ . Date Fen Rncelved M-rAn.'"rativo orf i -:m 130 South Galena Street Ampeh, Colorado 81811 30"SN"01010 00 --j L) Permit If 98074 As*Pitkin Environmental Health Depart Pernm for an Individual Sewage Disposal SOL 130 S. Galena St. Aspen, Colorado 81611 Phone 970.920-5070 / FAX 970-920-5197 Par 2467-344-00-001 Type of permit New( ) Repair( ) Addition to House( X ) Name of Owner Rocky Mountain Institute Street Address 29 Shining Mountain Way, Snowmass c114e Property legal description Part of Tract 81 and 82, Section 34, T8S R86'W Size of lot Water source water Total square addition to have 175 sq.ft. of bedrooms in house 8 # of offices, lofts & similar sized rooms in N/A Caretaker unit N/A Total square footage of the of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms Laundry washer and utility sink Permit information Designed by Dave Powell w/ Timberline Engineering Mailing Address P.O. Box 631, Carbondale, CO 81623 Perc rate 26 Profile hole depth 8 Depth to groundwater or bedrock none detected Septic tank capacity 390 gallons Absorption area 557sq.ft or 390 sq.ft utilizing 30% reduction for chambered units Comments The Engineer's Design and specifications dated 11/5/98 should be followed which include: 1) 500 gallon fiberglass septic tank. 2) 390 sq.ft of absorption area, including 25 gravelless chambered units. 3) Drinking water supply lines within 10 feet of sewer line or effluent lines must be protected per regulations and engineer's specifications. 4) Septic tank location must meet all setbacks. Any changes to the design must be reviewed and approved by this Department prior to implementation. Permit approved by:// tiV &k Date: Plans and specificatioh mhe proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: Final inspection approval: — •e' h4 Ai -. Date: ICF 3 q ASPEUTKIN ENVIRONMENTAL HEALTH D-nARTMENT APPLICAMON FOR INDIVIDUAL SEWAGE DISKAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Nameof OWNER ROCKY MOUNTAIN INST TUTF. Owner's Mailing Address 1739 SnnW ass Crack u.,ad- Snowmass Co 81654-9199 Business Phone: 970-927-3851 Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name John Roberts If not available rontnrt Jennifer Cnirnq Company Same as above. Contact Mailing Address Business Phone: 927-1851 Cell Phone: Fax: 927--4173 7q 4 I0 Parcel ID # (available from assessor's office 2 4at920-5160 or at www.aspen.com/assessort) Street address of property 29 Shining Mountain Way, 6 7. 3 4 4- 0 0- 0 0 1 Snowmass CO Legal Description: Lot Block Filing Subdivision Part of Tracts -9T and 82, Section 34, T8S R86W Size of lot: acres. Type of proposed structure: 1aund_y_ Size of bldg. envelope: See attatTd survey. f'); room Total square feet of house # of bedrooms in house 8 (Four- of offices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( of bedrooms in can Total area(sq. ft.) of caretaker unit N/A Permit is for. New Home ( ) Repair due to failure ( ) i - 6 VAddition (X ) Emergency use ( ) Water. Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (X ) If community system: Name of system Gateway Subdivision The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irigaticn ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant Date n Lov s, Pr sident Received by r (q Aeceipt # (Q Date ' ! 04) L J 0 Aspen 1 Pitkin Environmental Health Department Contact Lag Sheet ■Oq4n■ r Parcel I D• ► . Address: Date I Person Spoken To Comments I Action to Ea-Ta- ken Initials I L a I _ ing RAM Ira r f�,"�=� /%wl• ,r CAI r it 77AM-T.-ISM7,13-3=2 •--3Q a.i W%` ff's i uza 2 art• • F I �O M fLUM� 4] LV 111113011[ IZ _ II\'II I \ (ILII [ K II\ STRUC113RAUCIINIIL ENGINEERING # CONTRACTING # CERTIFIED (ENERGY DESIGN PROFESSIONAL June 13, 1999 Pitkin County Environmental Health 130 South Galena Aspen, Colorado 81611 Re: ISDS Installation Rocky Mountain Institute Shining Mountain Way Snowmass, CO Dear Environmental Health: The installation of the greywater ISDS for the above residence has been completed and has been installed in accordance with applicable county specifications and the approved plan. If you have any questions, please call me at 963-9869. Sincerely, David A. Powell, I Reg. No. 25851 OPV\D A. p0'1 ste4 IP.O. BOX 631 CARBONDALE, CO. 81623 ]PHONE 970 %3 9869 / FAX 970 963 9003 10/27/1998 16:08 10-26-98 9709455547 Pitkin County Environmental Health Attention: Jeanette Fax Number: 920-5197 RF,: Rocky Mountain Institute Four-plex unit snowmass, CO ROTO ROOTER PAGE 01 P.O. Box 1800 Glenwood Springs, CO 81602 Office: 0324 Coryell Ridge Rd. Glenwood Springs, CO 81601 970.945.5519 970.925.1833 970.963.2521 970.945.5547 Fax As per the request of John Rnberls. the lidlowin.g inlimnation is hereby submitted for your inlermrdon tmd evaluation: I -The tank sizes arc ennllrated to he 1250 gollons each. 2 — The outlet battles un each tank confirm to the specifications required. If you have any questions regarding this information. please call me at the office number lixW above. zz suhmiltcd. Darrcll W. Warren I FAX I Date 09/24/98 INumber of pages including cover sheet % TO: John Roberts w/ Rocky FROM: Jannette Whitcomb, Mountain Institute REHS Aspen/Pitkin Env. Health 130 South Galena Street Aspen, CO 81611 Phone 970.927.3851 Phone 970-920-5069 Fax Phone 970.927.4178 Fax Phone 970-920-5197 cc: REMARKS: Urgent ® For your review Reply ASAP Please Comment John... I have included in this fax a small portion of the ISDS file we have for RMI's 4-plex on Shining Mtn. Way. The file is too large to fax it completely. Please stop by the office if you would like the complete file copied for your records. As you know, this Department has been working with you on determining if the current ISDS system is sized to handle the additional load of a cloths washer. On the most recent permit we have for the 4-plex it states that no washer was to be utilized. Thus, the permit used a reduced water usage factor of 54 gpd instead of 75 gpd. As stated on July 1, 1998, The RMI must have an Engineer evaluate the current system. Also, RMI must have three new perc tests taken in the area around (but not in ) the absorption area. The perc tests used to size the existing absorption area were inadequate. RMI must have the septic tank location, size and status verified. This Department is aware that unpermitted tanks were installed for this system in 1995. Thus, the tanks were not inspected by this Department. An Engineer must verify that they are functional and installed with an inlet and outlet tee or baffle. Once you have collected the necessary information, this Department will be able to determine i an upgrade on the existing ISDS system is necessary before signing off on the Building Permit. If you have any questions, please call. Thank you, s i I a e IVAdtd q SL.tet st$u t avr rvde"+ 40 T IU JUN. is. 19% 9:52pr CITY OF RSPEN FAX FQn m 7 John Roberts, Rocky Mtn Institute Phone 927.8268 Fax Phone 927.4178 I Date 06/18/88 Number of pages indudin_o cover shset 2 7"O ; 4F Jannette Whitcomb, REHS Asper Pitkin Env, Health 130 S. Galena Street Aspen, CO 81611 Phone 970-920-5069 Fax Phone 970-920-5197 I Co. REMARKS: Urgent ® For your review Reply ASAP Please Comment John... I faxed you a copy of the site map the department has of the 4-plex, located on Shining Mtn, Way. We need for you to draw in the location of the laundry room and send it back to this department. We want to make sure it is not built over the septic tanks or field. Please call this department if you have any questions. Thank you, Janette Whitcomb JX TO'd 8LTC LZ6 8L6 31ni i iSN I ' N1W AADOb 92:60 866T-EE-Nnf A - One GALLVAO 7kr-A6AOT3 &URN No AMATOOS TTA 100 ff TAFA040$ 2KF-r OF C.AAWL ISELDVA LJ6" 0 r u FAX TO: John Roberts, Rocky Mtn Institute Phone 927.8268 Fax Phone 927.4178 CC: 0 I Date 06/18/98 INumber of pages including cover sheet 2 FROM: Jannette Whitcomb, REHS Aspen/Pitkin Env. Health 130 S. Galena Street Aspen, CO 81611 Phone 970-920-5069 Fax Phone 970-920-5197 REMARKS: Urgent ® For your review Reply ASAP Please Comment John... I faxed you a copy of the site map the department has of the 4-plex, located on Shining Mtn. Way. We need for you to draw in the location of the laundry room and send it back to this department. We want to make sure it is not built over the septic tanks or field. Please call this department if you have any questions. Thank you, Jannette Whitcomb 0 HEPWORTH-FAWLAK GEOTECHNICAL, INC. October 20, 1998 Rocky Mountain Institute Attn: Red Cain 0 5020 Road 154 clenwood springs, CO 81601 F" 970 945.8454 Phone 970 945.7988 1739 Snowmass Creek Road Snowmass, Colorado 81654 Job No. 198 705 Subject: Percolation Testing, Windstar Fourplex, 29 Shining Mountain Way, Pitkin County, Colorado Dear Mr. Cain: As requested by Dave Powell, Hepworth-Pawlak Geotechnical, Inc. performed percolation testing at the subject site. The work was done in accordance with our agreement for professional services to Rocky Mountain Institute dated October 15, 1998. At the time of our site visit on October 16, 1998, a profile pit and three percolation test holes had been excavated at the site. The profile pit was located about 45 feet north of the northeast corner of the fourplex. The soils exposed in the profile pit consisted of about 1 foot of topsoil overlying silty sandy clay to the bottom depth of 81k feet. No free water was observed in the pit and the soils were moist. Three percolation test holes, located about 15 feet north and east of the profile pit, were prepared and presoaked with water by others on October 15, 1998. Percolation besting was performed by a representative of Hepworth-Pawlak Geotechnical, Inc. on October 16, 1998. The percolation test results are presented on Table I. The average percolation rate was 26 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Rev LEE/kk cc:Alive P©we 13 10 0 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS JOB NO. 198 705 HOLE NO. HOLE DEPTH INCHES) LENGTH OF INTERVAL IMIN) WATER DEPTH AT START OF INTERVAL INCHES) WATER DEPTH AT END OF INTERVAL INCHES) DROP IN WATER LEVEL INCHES) AVERAGE PERCOLATION RATE MINJINCH) P-1 44 15 14 12 Y 1 'h 26 12 h 11 h 1 101A 1 10 'h 91/. 9'G 8'h 1 8'h 8'/./2 e '/. 7 '1/ 7 X 7 2 P-2 50 15 14 12 '/. 1 30 12 '/. 11 K 1 11 Y. 10 'h 3/. 10% 10 10 91A 9 '/. 8 Y. 8 '/. a /. h 81A 7 % 2 P-3 48 15 14 12 h 1 'h 23 12 h 11 Y. 1 Y. 11 Y. 10 Y. 1 10 '/. 9 M. 9 % 8 'h 1 8 'h 7 % 7% 7 7 61/2 2 Note: Percolation tests were performed on October 16, 1998. The average percolation rate is basec or the last three readings of each test. i!ij- p SITE PLAN HIGH COUNTRY APPRAISAL ASSOCIP_TES 12- nQ iS u r G r7 INTERCEPTOR DRAINAGE DIT IYr I, I", v,• -.- A " INFIL TF SCALE 1/2" INTERCEPTOR DRAINAGE DITCH INFILTRATOR - — OT, \ \\ \ \ \ INnL7ATION.FIELD \ \ \ \ \ \ 25 UNITS PROVIDED)\ NSPECTION, PORTS. cm CORNERS \ \ \ \ \ \ \\ \ \ 1.00± A C. \ \ \ \ \ \ \ \ \ \ \ \ 77 \ \\ \\ CONCRETE, DISTRIRUTION BOX\• \ \ \ \ \ \ \ \ \ \ \\ 500 GALLON FIBERGLASS TANK \ \ \ \ \ \ \ \ \ \ \ \ SINGLE'COMPARTMENT \ \ \ \ \ \ \ \ \ \ \ \ VERIFY LOCATION DF XIS"; \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ WATER LINE AND PROTECTI \ 0 (REF. WATER CROSSING NC; \ \` \ \ \• \ \ \\ \ \ S'__'\; 111\ 11, 1\ \`-= \ \ \\ ' ISrfG o. S` 83°44,3x„ _`_, _-1\> \\\ _ \ ', ;\CMENTE \ \ \ \ \ a- \ ' , ELS • \ \ y WATER AL T Ryp_ \ \ __- --A-- \ T -- 1 \ % O A7 *p Nle E - -. ADDITION MtE CLEANOUT NEW i it(' "----- LAUNDRY vv v APPkX0 .LOCA7ION iERF.'1 PIPE o 1 _7 PARKING, 1 1 ll 11 11 I, h I II I / v 1". 00 A C. / v ` IIIh111 i i I , v 1 1 1 1 GO h vA111111111111/ III 1 1 I 1 CJI 1 II11111111 I I/ J I - 1 1 I I vv I \1 \\ BLDG/ B, u o= III 1g111111 FO(RPLEXo n11r 1 1 1 1 1 1 w i1111III . ' 1111g111111 vv, ,:•- \ _ _-- l •' 1111111,,, I I I I I I ; / GE OF--,/,, I01AIEL. I ,,111111,1„ I I ' I I I ; ; v vv vv vv v vv v ' -• / I I II jj111111111111111 11 I I I iI I I / D ' b 1,1 I 1 1 111 1 I I I L LL It ' 299.45' N 89°57'59" W 0 L-A G 1250 GAS `''! CONC. SEPTIC TANKS ,i NOT WATE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF (SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS AREIER THAN TEN (10') FEET. PIPE OF SCHEDULE 40 RATING OR LR MUST BE USED, OF SUFFICIENT DIAMETER TO EA51LY SLID__R AND COMPLETELY ENCASE THE LINE. RIGID END CAPS OF iAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN AER -TIGHT FASHION TO THE ENDS OF THE ENCASEEMENT PIPSERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE IN THE LOWERMOST SECTION OF THE RIGED CAP SO THAT THEIEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPEE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS MUS SEALED WITH AN APPROVED UNDERGROUND SEALANT COMILE WITH THE PIPING USED. NATURAL BALL --\ u SCALE. t"= 1'-0" RCEPTOR DRAINAGE DITCH NATURAL GROUND A. CALCULATIONS 1. PERCOLATION RATE = 26 MPI AVG. (H.P. GEOTECH. JOB NO. 198 705) 2. DESIGN FLOW = 8 BEDROOMS X 2 X 19.5 X 1.75 = 546 GALLONS PER DAY GRAY WATER LAUNDRY FACILITY - 19.5 GPC/PERSON FOR WASHER) 3. REQUIRED SEPTIC TANK CAPACITY = 8 X 2 X 19.5 X 1.25 = 390 GALLONS USE SINGLE COMPARTMENT 500 GAL. FIBERGLASS TANK 4. ABSORBTION BED AREA REQUIRED = A = ( 546 / 5) * 26"1/2 = 557 SF DEDUCT 30% FOIA INFILTRATOR BED = 390 SF 5. INFILTRATOR BED INSTALLATION: 390 SQ. FT./ 15.5 SQ.FT PER UNIT = 25 UNITS MIN. USE 5 UNIT X 5 UNIT INFILTRATOR ARRAY (25 UNITS PROVIDED) 6. WELL SETBACK DISTANCE 100 FT 7. DITCH AND POND SETBACK DISTANCES 50 FT 5CALf; P' s Z()' B. GENERAL NOTES 1. THE INFILTRATOR BED SHALL BE LEVEL (+dL0.1NCHES), ON NATURAL GROUND (NOT IN FILL AND 9 MUST PROVIDE POSITIVE DRAINAGE AWAY FROM THE BED. 2. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE 3. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALUG.NMENT AND IF A CHANGE IN ALLIGNMENT OR GRACE 'S ';- ESSAR ; A CLEAN'Ci T WILL BE REQUIRED AT THE CHANGE. THE MINIMUM GRADE OF THE PIPE MUST 3E 1/4" PER FOOT. TnE PIPE M;ST BE A MINIMUM OF ASTV 2729 PVC PIPE. IF THE LINE CROSSES A VEHICULAR ACCESS, THE PIPE SPECIFICATION SHALL BE CLANGED TO ASTM 3034 PVC OR BETTER. A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. THE PIPE SHALL BE A MINIMUM OF 4"N DIAMETER. 4. THE PIPE FROM THE SEPTIC TANK TO THE IARLTRATOR BED SYSTEM MUST BE INSTALLED AS FOLLOWS: THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOT. THE PIPE SHALL BE A MINIMUM OF ASTIR 2729 PVC PIPE. IF _ .r- CROSSES A VEHICULAR ACCESS, THE PIPE SPECIFICATION SHALL BE CHANGED TO ASTM 3034 PVC BETTER. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 5. USE RISERS TO BRING THE SEPTIC TANK AC.'ESS WITHIN 6" OF FINAL GRADE, 6. ALL MATERIALS, INSTALLATION PRACTICES AAD SETBACK REQUIREMENTS SHALL COMPLY WITH PITKIN COUNTY INDIVIDUAL SEVAGE DISPOSAL SYSTEM REGULATIONS. 7. INFILTRATOR COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 8. PLACE DISTRIBUTION BOX AND DISTRIBUTION PIPES ON 3/4" SCREENED ROCK. i. THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBAC. DISTANCES (INCLUDING ON SJRROUNDING PROPERTIES), CONTOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES OF GREATER THAN 157 WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS. OPYRIGHT DRAWN BY I/V/''IS DATE 11/4/98 REVISIONS SCALE S St OWN DDRjAWINGG SHEET EFFLUENT PIPE, ENCASED 'N SCHED. +0 v I v v 10PIPE ., FT `EACH SIDE OFvTHE WA TERL-INE vvvvvvvvv 500 GALLON FIBERGLASS TANK SINGLE COMPARTMENT i V ---- INFILTRATION,, FIELDv 5 x 5 UNIT ARRAY \\ INSPE,CTION''FORTS @ CORNERS", CONCRETE DISTRIBUTI`QN BdX `v W11vvBAFFLE v y AV A vv INFILTRATION,, FIELDv 5 x 5 UNIT ARRAY \\ INSPE,CTION''FORTS @ CORNERS", CONCRETE DISTRIBUTI`QN BdX `v W11vvBAFFLE v ER- - t-- A- /- Y\ 8-3 04 4 % jo9 vAvv\ \ AAC N7 IELD\ V V A \\ A A 1 v vv vv v v / WA TER— v v v v y ISA L VE a V A V A A A V V --- ADDITION v I & NEW vy _ I I v v I LAUNDRY v LfvANOU AP P R OX.L OCA T101 I PERE. PIPE v V I 1 v vL0I ; 1 \ i t v v v v v v v v v v y vIIII ; I I 1 I Iri v y y A A \ I / y vB L D I I I6 v v FOURFLEX. i Ep i V A CD 7 VRVEvAvVvvvv v v v v vvv vv v v vvv // f/ III 1 1 I I v 1 1 ---- I -- I-- v -- - -- I I L7--- __I V AV v V A vv v vv vv vv v v vv v vV A -___ v__ __-_-_ -- -------- 1 I_I I 11 ------_----_ 299.45 N 89`57 59" W TWO EXISTING 1250 GAL. CONC. SEPTIC TANKS w P.UO flu^ I sro+rAL COPYRIGHT b t DRAWN BY O OVZv O \ O DATE REVISIONS 6/lr.`J/ liSBUILT SCALE DRAWING SHEET y AV A II ER- - t-- A- /- Y\ 8-3 04 4 % jo9 vAvv\ \ AAC N7 IELD\ V V A \\ A A 1 v vv vv v v / WA TER— v v v v y ISA L VE a V A V A A A V V --- ADDITION v I & NEW vy _ I I v v I LAUNDRY v LfvANOU AP P R OX.L OCA T101 I PERE. PIPE v V I 1 v vL0I ; 1 \ i t v v v v v v v v v v y vIIII ; I I 1 I Iri v y y A A \ I / y vB L D I I I6 v v FOURFLEX. i Ep i V A CD 7 VRVEvAvVvvvv v v v v vvv vv v v vvv // f/ III 1 1 I I v 1 1 ---- I -- I-- v -- - -- I I L7--- __I V AV v V A vv v vv vv vv v v vv v vV A -___ v__ __-_-_ -- -------- 1 I_I I 11 ------_----_ 299.45 N 89`57 59" W TWO EXISTING 1250 GAL. CONC. SEPTIC TANKS w P.UO flu^ I sro+rAL COPYRIGHT b t DRAWN BY O OVZv O \ O DATE REVISIONS 6/lr.`J/ liSBUILT SCALE DRAWING SHEET 832‐R‐13‐002 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 7/2/2019 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%3A1637900870796966620&simpl=msg-f%3A16379008707…1/3 Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application noreply@civicplus.com <noreply@civicplus.com>Mon, Jul 1, 2019 at 5:33 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 2467-344-00-001 Physical Address 30 Shining Mountain Way Residences 1 No. of Bedrooms 8 Square Footage of each Residence 3400 Purpose of Use Permit Property Transaction Closing Date 7/12/2019 Lot Field not completed. Block Field not completed. Filing Field not completed. Subdivision Town of Basalt Parcel (Section Break) Primary Contact Information Primary Contact First Name Carla Primary Contact Last Name Ostberg Primary Contact Email Address carla.ostberg@gmail.com Primary Contact Address 33 Four Wheel Drive Road Primary Contact Phone Number 9703095259 Primary Contact City Carbondale Primary Contact State Colorado 7/2/2019 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%3A1637900870796966620&simpl=msg-f%3A16379008707…2/3 Primary Contact Zip 81623 (Section Break) Owner Information Primary Contact is Owner?No Owner First Name Town of Basalt Owner Last Name Field not completed. Owner Email Address susan.philp@basalt.net Owner Mailing Address 101 Mildland Ave Owner City Basalt Owner State CO Owner Zip 81621 Owner Phone Field not completed. Owner Fax Field not completed. Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment carla.ostberg@gmail.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? Yes (Section Break) Uploads Pitkin County Inspection Form 30 Shining Mountain Way Inspection Form - 4 Plex.pdf Site Plan 30 Shining Mountain Way OWTS Inspection Packet - Quad and Laundry.pdf Floor Plans Floor Plans - Shining Mtn Way.pdf Additional Reports, etc.Invoice_2215_from_Altitude_Septic.pdf Comments or additional information: This is for the 4-Plex (QUAD) 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 7/2/2019 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%3A1637900870796966620&simpl=msg-f%3A16379008707…3/3 department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. [Quoted text hidden]