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HomeMy WebLinkAboutpitkin.eh.246531108005 (2004) (Cabin 3)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please see Building and Land Use Approvals Files for additional information. 0 0 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 04071 Parcel ID # 2465-311-08-005 Type of permit New(X ) Repair( ) Addition/Remodel to House( ) Restored Historic Cabin #3 Name of Owner Ranch IV LLC, c/ -Kaufman & Peterson Street Address 0880 Lost Basin 6 Property legal description Size of lot 517.15 acres Water source Private Well # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Bane Tract 5 Total square footage of the house 567 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Only sized for one toilet and one sink for two people Church & Associates Permit information Mailing Address 4501 Wadsworth Blvd, Wheat Ridge, CO 80033 Perc rate 20 mpi Profile hole depth 8 ft Depth to groundwater or bedrock Minimum Septic tank capacity 750 gallons Minimum Absorption area >8 ft Septic permit approved per compliance with the engineer design and specifications dated Revised September 9, 2004. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This permit is a TANK ONLY permit for a 1,000 gallon two compartment concrete septic tank with Biotube pump; effluent is pumped to a leach field shared with Cabin #3. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. 'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: �1L.,' Date: s Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the 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 beincluded with this permit before the final approval will be issued. Installer: //a ov /�-a,ry_4' L. -v" Final approval; of 3(0 II U ��� -•�� Date: a o19 - Pitkin County Environmental Health Department Contact Log Sheet 0 6 P '''1'!''i'' 0 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: -71 Send to: �p e6 yy\u" (�Y1 Ltd` From: 4�1 ` Fax Number: �a 1 t' Phone N�Imber: `l -;-o -SD-7c) CC:�� Number of Pages, Including Cover: 3 CC Fax(umber: ❑ URGENT ❑ REPLY ASAP I ❑ PLEASE COMMENT ❑ PLEASE REVIEW 2"FOR YOUR INFORMATION COMMENTS: A� a9LS- -S�"-Or6-bay ew> V-ck" Iv LLC a Tcji'�L a t Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site www.aspenpitldn.com/depts/12/ L' InTEC CHURCH and Associates, Inc.. division of Integrated Testing and Engineering Company of Denver Metro, LLC Geolechmcal R On -Site Wastewater Engineering . Envvonmental3 Engineering Geolo ical En g 4 g . Construction Services July 20, 2005 Kaufman and Peterson, P C., Attn: Gideon Kaufman 315 East Hyman Avenue Aspen, CO 81611 Subject: Installation Observatioq Historic Cabins Historic Site Building Envelope Bane Tract 5 Two Shoes Ranch (fortrerly Lost Basin Ranch) Pitkin County, Colorado Job No. 15405.02W Mr Kaufman, As requested by Aspen Earthmoving, Church/InTEC observed the installation of the onsite wastewater system for the subject site on July 13 and 14, 2005. The system was designed under our Job No. 15405.02W, dated September 8, 2004. The single system serves both historic cabins. The system includes the installation of 1000 -gallon, two-compartment, precast concrete septictank with gravity flow to the distribution box from Cabin I and a 1000 -gallon, two-compartment, precast concrete septic tank with a pump rn a Biotube® pump vault from Cabin 2 as indicated on Figure 1 The control panel was installed in the basement of Cabin 2. Two gravelless chamber -trenches were installed. The drain field was installed in two trenches, each with one row of 10 chamal bers for a tot of 20 chambers and 310 ft2 of infiltrative area. A 5 -outlet plastic distribution box with a 45-degrec turndown was installed to distribute effluent to the trenches. The components of the OW S design were installed in conformance with our plans and specifications. Final electrical connections must b» made by a licensed electrician. The construction foreman may activate the pumping system at his discretion. If there are questions or if we may !ie of further service, please call. CHURCH & Associat,,oAV! 01%6, Edward O. ECIC/ L copies sent opy to PCEHD, Attn: Nancy Macl a .ie, FAX to 970-920-5077 AX Harriman Construction, ATTN Rick Beiser: 1-970-970-6511 AX to Aspen Earthmoving, ATTN: Sam Neth: 1-970-927-6755 and Rick Stevens 1-970-963-2247 4501 Wadswnrth Blvd. • Whcat Ridec, Colorado 80033 . (303) 463-9317 • fax (303) 463-9321 • www.InTEC-Geotech.com Austin D90as,Ti. Wurth (512)252-1218 (R 959.09 70 Houston SmAntonio f9x(512)2S2-1210 fax (tl1 959.00076 (281)371.3330 (210)525-9033 tax (281) 371-3334 fox (210) 525.9032 m 0 _Wf a� •,� J 1� W • NI HJT N O ' Q � g z •m 0 0 CHURCH September 9, 2004 Kaufman and Peterson, P.C. Attn: Gideon Kaufman 315 East Hyman Avenue Aspen, CO 81611 0 Associates, ENGINEERS & GEOLOGISTS Subject: Revised OWS Design, Proposed Restoration of Cabins Historic Site Building Envelope, Bane Tract 5, Two Shoes Ranch Pitkin County, Colorado Job No. 15405.02W Mr. Kaufman, RECEIVF!-- SEP 1 4 ; i PITKIN EfMR0N'Y'.EN.,,_ As requested, we have preparrd a revised onsite wastewater system (OWS) design for the proposed cabins. The revisions are based on a new location for the drain field and the addition of an effluent pump from our latest revised design, dated August 13, 2004. All previous designs should be discarded to avoid confusion. Our firm investigated subsurface conditions on June 19, 2003. SITE CONDITIONS The property is located in a rural area in Pitkin County, where OWS are required. The proposed drain field area has a 10% slope to the south and has a moderate cover of native grasses and sagebrush. A pond is proposed 50+ feet to the southwest and a domestic water cistern is proposed 25+ feet to the west of the drain field area. Water is provided to the site by an onsite well, located 100+ feet to the west of the proposed drain field, PROPOSED CONSTRUCTION There are two proposed cabin restorations at the site. The eastern cabin is to be restored to 2 - bedrooms with a living area under 2000 ft2 and the western cabin restored containing a toilet and sink only. The OWS was sized based on 2 bedrooms, a toilet, and a sink sized for two people each, for an average loading of 360 Gallons Per Day (GPD) using Pitkin County Environmental Health Department (PCEHD) loading of 75 GPD per person per bedroom, 25 GPD per person per toilet, and 5 GPD per person per sink. The sewage loading with a peak factor of 1.75 is 630 GPD. This loading includes washing machines and a garbage grinder. If additional bedrooms in unfinished areas are possible, it is suggested that the OWS be constructed to handle the additional loading. The installation of a properly engineered OWS to serve future build -out can be cost effective. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Tall Free -1.877.248.3123 • • Revised OWS Design Job No. 15405W, Historic Site, 9/9/04 Page 2 CONDITIONS A subsurface investigation was performed by digging one test pit and three percolation holes, 22 to 31 inches deep, at the locations indicated on Figure 2. Subsurface materials encountered in the profile hole consisted of 6 inches of topsoil, underlain by silty, sandy, clay with sparse cobbles clay to the maximum depth explored of 8 feet. Ground water was not encountered. Percolation tests indicate percolation rates of 16 Minutes Per Inch (MPI) to 27 MPI. The average percolation rate is 20 MPI. Percolation test results are included as Table 1. RECOMMENDATIONS The proposed OWS includes the installation of two septic tanks, an effluent pump, and a gravelless chamber -trench drain field, at the locations presented on Figure 2. The OWS design is based on an average sewage load of 360 GPD and a percolation rate of 20 MPI. The installation must include one 1000 -gallon, two-compartment, concrete septic tank with an effluent filter on the outlet at the eastern cabin and one 1000 -gallon, two-compartment, concrete septic tank with a Biotube® pump vault in the second compartment at the western cabin. Pump specifications are included as Figure 6. The drain field must have two rows of 10 gravelless-chambers each, for a total of 20 chambers and 310 ft2 of infiltrative area. A flow splitter basin, or equivalent, is required to distribute effluent to the trenches. Vehicle movement over the drain field area during construction should be kept at a minimum to minimize compaction of the receiving soils. The bottom of the trenches should be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of chambers. The surface of the field should be seeded after installation of the fields. A native seed mix should be sown at the drain field to re -vegetate the surface. These mixes do not require irrigation and may develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the field. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of, and assume responsibility for, ongoing maintenance of the system. In the absence of a monitoring program, the septic tank should be pumped every two years or more frequently if needed. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping or as needed. There are daily considerations such as not putting plastic or other non -biodegradable materials into the septic system. Garbage disposal use should be minimized to reduce the frequency of pumping. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet can use in excess of 1000 GPD. An additional 1000 GPD loading may flood and irreparably harm the system. We caution against the installation of a water softener. The hydraulic loading from the backwash of a water softener is detrimental to an OWS and a separate drywell should be constructed for the backwash waste, if a softener is installed. No landscaping or plastic can be used over the field, which will reduce performance of the field. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. The design of the OWS is based on the treatment of domestic sewage only. No industrial or hazardous wastes should be introduced into the OWS. eD • • Revised OWS Design Job No. 15405W, Historic Site, 9/9/04 Page 3 LIMITATIONS Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions different from those described in this report are encountered, we should be notified to evaluate the change on the proposed OWS. If the health department modifies this design, we should be contacted to evaluate the impact on the performance of the OWS. The county and our firm must be contacted upon completion of the OWS All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the PCEHD ISDS regulations and requirements. If there are questions or if we may be of further assistance, please call. Sincerely, CHURCH & Associates, Inc. Eric R. Bums Design Technician Oplll ll 3 copies sent, via FedEx Copy to: Harriman Construction, via FedEx 0280 East Cody Lane Basalt, Colorado 81621 Reviewed by • S:d 30641 XSamuel(Ur)t on, P.a -o S : m Copy to: Poss & Associates, Attn: John Ott, via Priority Mail 605 East Main Street Aspen, Colorado 81611 Copy to: Olin Partnership, via Priority Mail Attn: Daniel Howse Public Ledger Building, Suite 1123 150 South Independence Mall West Philadelphia, PA 19106 Copy to: Cooper Robertson Attn: Liam Winters 311 West 43rd Street New York, NY 10036 9 IC. 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IOoo GALLOAI CO?CWo oAI CP.Erf SEP(1C. 7AAIK WITH OAICRISCR(Iz pN IMLErMA4KoLC e I tle 3b1\ \, ' 12 rrQUWER-' i E' X20' �PVr7 SCE✓e �S' oAIEAcH SIDE OF DITCH 60, �r1lw� STOO w000 FRAME FeNePp Nouse yAkD 1000 GALLOAI _�' 0. 1(20)ja4c TE"�-'Tlc TMK WITH WO MANNOt E RIse-4-1 s /v qSl ONE4Ct/.Lt1D /l IpOIIOF CKAfEL BEI -00 LINES 3 L3ED oM LOG i aell'i I � U A Brd ADOrTI0#I e9' -s CtEANour �j WRTEe 12y, LIAIC Sol OVER DIsTPJj3Un0rl 11NE5 TO LowE,2 SEEPAGE aQ t 1250 G/1LLoj toprcAvo "o"V.,v- SE/IIC 1Amr- un TW THREE MAA1HDLE9&f�S ve- •±1 .50 ACRES • � � � / / / • I % SCALE i TWO SHOES RANCH - — - /\ \ / \ \ / / / I 1 = 100' i \ HISTORIC SITE BUILDING ENVELOPE BANE TRACT 5 ; PITKIN COUNTY, COLORADO WITH SINK & TOL ETED CABIY _ mom PROPOSED 2 -BEDROOM- DOMESTIC WATER RESTORED CABIN / % \ � _ —� / \ 90� CISTERN �a� yop� EXISTING \ �1--- —EXISTING RUIN EXISTING RUIN PROPOSED POND /JOB NO. 1 54 05.02 �a 41°x— THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS aw - SHOWN HEREIN AND THE WELL AND/OR DRAIN FIELD LOCATIONS — ---- STAKED AT THE SITE ARE NOT THE RESULT OF A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE APPROXIMATE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DEFINE PROPERTY BOUNDARIES AND ENSURE ALL ONSITE IMPROVEMENTS ARE LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS, ALL SEPARATION DISTANCES ARE TO BE VERIFIED \ PRIOR TO EXCAVATION. SITE PLAN 9/9/04 VR�EVISED FIGURE 1 ±1.50 ACRES TWO SHOES RANCH HISTORIC SITE BUILDING ENVELOPE BANE TRACT 5 PITKIN COUNTY, COLORADO PROPOSED 2 -BEDROOM DOMESTIC WATER CISTERN RESTORED CABIN 4" SEWER LINE PROPOSED RESTORED CABIN WITH CLEANOUT WITH SINK & TOILET ONLY 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH A BIOTUBE(R) PUMP VAULT IN THE SECOND COMPARTMENT e�p0 / 2" PVC PUMP LINE APPROXIMATE LOCATION OF D 00' TO WELL (FIRE SUPPRESSION SYSATER SUPPLY LINE TEMS J - — 25' SETBACK PONTENTIAL IRRIGATION WATER CISTERN PROPANE TANK 4" SEWER LINE WITH CLEANOUT `JOB NO. 15405.02W 13 FLOW SPLITTER BASIN (OR EQUIVALENT) El I FI J FIRE HYDRANT _ f 11000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET SCALE 1"=20' EXISTING RUIN _ .-4" PVC EFFLUENT LINE E_ �OBSERVATI N/VENT PIPES (TYP.) O .......................... NOTE: WATER LINES MUST BE ENCASED IN PIPE AND INSTALLED PER PCEHD ISDS REGULATION 7-3 (1) WITHIN 10 FEET OF SEWER OR EFFLUENT LINES AND 25 FEET OF THE PROPOSED DRAIN FIELD. LOCATION OF PERCOLATION HOLES AND PROPOSED OWS .....-...... 310 SQ. FT. OF INFILTRATIVE AREA . IN TWO GRAVELLESS CHAMBER -TRENCHES. EACH TRENCH MUST HAVE ONE ROW OF 10 CHAMBERS. 9/9/04 REVISED FIGURE 2 TYPICAL PLAN VIEW - N.V. . 4" SDR 35 PVC OBSERVATION/VENT PIPE FLOW SPLITTER BASIN (OR EQUIVALENT) 2" PVC PUMP LINE GRAVELLESS CHAMBER 3' BY 6.25' 6' IN 0 3' 4" PVC SEWER LINE 4" PVC EFFLUENT INLET (1/8" PER FOOT DROP) TYPICAL CROSS-SECTION - N.T.S. TOTAL - TWO TRENCHES FLOW SPLITTER BASIN - N.T.S. 4" SDR 35 PVC SIDE VIEW TOP VIEW BSERVATION/VENT PIPE FIBERGLASS LID WITH ACKFILL WITH CAP STAINLESS STEEL BOLTS TO FIELD #I FINAL GRAD & URETHANE GASKET. INL® I -RIBBED PVC BASIN FIELD #2 4' MAX SCOPEF 4,. PVC MIN. OR DR. N4GE\� 4" PVC INFLUENT 3 ISCHARGE 1.5' MIN FROM SEPTIC PIPE INLET TANK EXTENT OF EXCAVATION ROMMET GRAVELLESS CHAMBER 3' BY 6.25' INSTALL "SPEED LEVELER" CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA TRENCH SPECIFICATIONS TREATMENT UNIT SPECIFICATIONS LOADING: 2 -BEDROOM CABIN + CABIN WITH TOILET AND SINK NUMBER OF TRENCHES = 2 TOTAL MINIMUM CAPACITY - 1.75 X Q X (30 HOURS/24 HOURS) = 788 GALLONS AVERAGE LOADING = Q = (2 x 2 x 75 GPD) + ((2 x 25 GPD) + LENGTH OF EACH TRENCH = 62.5 FEET, 10 (2 x 5 GPD)) = 360 GPD CHAMBERS RECOMMENDATION - ONE 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC PERCOLATION RATE = T = 20 MPI WIDTH OF EACH TRENCH = 3 FEET, I CHAMBER TANK WITH AN EFFLUENT FILTER ON THE OUTLET AT THE EASTERN CABIN AND AREA = (0.75 X 360) X SQRT 20) / 5 = 563 SF TOTAL NUMBER OF CHAMBERS = 20 CHAMBERS ONE 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH A 50% REDUCTION FOR TRENCHES = 282 SF TOTAL AREA - 310 SF BIOTUBE(R) PUMP VAULT IN THE SECOND COMPARTMENT AT THE WESTERN CABIN. JOB NO. 15405.02W DRAIN FIELD DETAILS 919/04 REVISED FIGURE 3 ly 1000 -Gallon, Two -Compartment, Concrete Septic Tank with Effluent Pumping System 24" DIA. PVC RISER WITH GROMMET(S) (BOND TO TANK ADAPTER WITH RECOMMENDED ADHESIVE) SLOPE GROUND AWAY FROM RISERS (TYP.) INLET TEE OR BAFFLE PVC SPLICE BOX W/CORD GRIPS CONDUIT SEAL CONTROL PANEL LIQUID LEVEL CLEAR ZONE OPENING IN THE BAFFLE IS AN ACCEPTABLE ALTERNATIVE TO PVC TEES FIBERGLASS GASKETED LID WITH STAINLESS STEEL BOLTS AND 2" INSULATION 24" DIA. PVC RISER WITH GROMMET(S) (BOND TO TANK ADAPTER WITH RECOMMENDED ADHESIVE) DISCHARGE ASSEMBLY FLEXIBLE HOSE 3 EFFLUENT DISCHARGE 1/4" WEEP HOLE TANK ADAPTER (CAST OR BOLTED) LEVEL CONTROL FLOAT ASSEMBLY VAULT INLET PORTS FLOW INDUCER OSI EFFLUENT PUMP FILTER CARTRIDGE DRAIN PORT BIOTUBE®PUMP VAULT O Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERUN, OREGON 97479-9012 m EPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 Patents / 4,439,323 R 5,492,635 OfLreign Patents Pending 1997, Oren Systems, Inc. DISCLOSURE: THE PRESIDENT OF CHURCH & ASSOCIATES, INC. IS A NON -PARTICIPATING OWNER OF SCG ENTERPRISES, INC. WHICH IS A LOCAL DISTRIBUTOR OF ORENCO SYSTEMS, INC. PRODUCTS. THIS DRAWING WAS PROVIDED BY OSI AND HAS BEEN MODIFIED BY CHURCH FOR THIS PROJECT. ,CHURCH & Assoclates. Inc. 9/9/04 ENOINEER56aEBOI.jev TYPICAL SEPTIC TANK WITH PUMP JOB NO. 15405.02W 4501 Wadsworth Boulevard Wheat Ridge, Colorado I I FIGURE 5 Pump Selection for a Non -Pressurized System 300 - Input Parameters Design Flow Rate 30 gpm 270 Distributing Valve Model None Lift to Discharge 10.0 feet Transport Length 90.0 feet Transport Line Size 2.00 inches 240 Transport Pipe Class/Schedule 40 Discharge Assembly Size 1.25 inches Flow Meter None inches 210 'Add-on' Friction Losses 0.0 feet m w C3 180 Calculations ~ Head Loss Through Distributing Valve 0.0 feet Head Loss in Transport Pipe 1.4 feet S 150 Head Loss Through Discharge 4.5 feet .2 Em Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 0.0 feet p 120 Total Flow Rate 30.0 gpm TDH 15.9 feet t° 90 M 30 r No ME WIMEMEWMEMMME MON N �MMZIMM IM sm, mNmimmunn MMC=M®MM IMMM CGMMCMCM NUNN mmmm�MM\�III M=MMMK Cli �Ms��mmsmmerallsC I �Mnm OWEN S 1-14 No �mmmr- mmmm m=m mmmm=mmmmm Nmmm C �IRO _IMEM An lm Job No. 15405.02W Figure 6, 9/9/04 10 20 30 40 Net Discharge, gpm Orenco Systems Incorporated 814AIRWAYAVENUE SUTHERUN,OREGON 97479 • TOLLFREE IBM) 3411-984.1 TELEPHONE 15411459-4449 FACSIMILE 15411459-2884 www.arenco,com • I 1�7 PRO -1 TABLE 1 - PERCOLATION TEST RESULTS Historic Site at Lost Basin Ranch DATE OF TEST: 6/19/03 Pitkin County, Colorado feet description 0 - 0.5 ITopsoil, root zone 0.5 - 8 Clay, sandy, silty, with sparse cobbles, stiff moist, brown/gray NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION INTERVAL AVG. HOLE DEPTH TIME DEPTH DEPTH CHANGE, PERC. HOLE NUMBER OF HOLE, INTERVAL, START, END, (INCHES) RATE PERC. (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, 2.75 (Mph 1 31 20 17.00 20.50 1 3.50 6 20 20.50 23.25 2.75 7 20 23.25 25.25 2.00 10 20 21.00 22.25 1.25 16 20 22.25 23.50 1.25 16 16 20 23.50 25.00 1.50 13 2 22 20 13.00 14.50 1.50 13 20 14.50 15.25 0.75 27 20 15.25 16.00 0.75 27 27 20 16.00 17.00 1.00 20 20 17.00 18.00 1.00 20 20 18.00 19.00 1.00 20 3 27 20 11.75 14.75 3.00 7 20 14.75 16.25 1.50 13 20 16.25 18.00 1.75 11 20 18.00 19.25 1.25 16 20 19.25 20.75 1.50 13 20 20.75 22.00 1.25 16 16 JOB NO. 15405.02W Apr -30-2004 08:IEFm From- • M 1�RESOURCE ����■ E N 13 1 N E E R I N l3 I N C, Gideon Kaufman, Esq, Kaufman And Peterson 315 E. Hyman Aspen, CO 81611 RE: Lost Basin Ranch Cabin Well and Homestead Well Pump Test Dear Gldeon: T-073 P.002/012 F-556 July 29, 2003 Resource Engineering, Inc. has evaluated the data from the July 21 & 22 — 24 hour pump tests of the Cabin and Homestead wells that were performed by Samuelson Pump Company. This letter summarizes our evaluation of the data and provides recommendations for long term operation of the wells, ',Homestead Well The Homestead well is approximately 150 feet deep. The water level at the start of the test was 30.71 feet below the top of the well casing. The well was pumped at 15 gallons per minute for 24 hours and water level dropped continually throughout the test. After 24 ££burs the water level was at 56.63 feet, a total of 25.92 feet of drawdown. At the end of the test the water level was approximately 93 feet above the bottom of the well. Approximately 21,600 gallons was pumped during the test. Figure 1, attached, shows the drawdown curve for the pump test. With pumping time .displayed on a logarithmic scale the pumping level is shown to decline at a steadily Increasing rate. This Indicates that the well In mining the aquifer and Is not capable of .pumping at a sustained 15 gpm. At 15 gpm It Is probable that the pumping level would continue to decline until the water level reaches the pump Intake. The data cannot be used to determined how long this would take. The well's recovery after pumping also confirms that the aquifer's Inability to maintain a sustained 15 gpm pumping rate. The water level in the well did not fully recover 24 hours after pumping stopped. After 24 hours of recovery the water level was still 5.9 feet below the starting level. If a well were fully recharging the residual drawdown would have reached zero at T/T' of 2 or greater. Cabin Well The Cabin well Is a slightly better producer than the Homestead well although the behavior is similar. The Homestead well is also approximately 150 feet deep. The water level at the start of the test was 29.23 feet below the top of the well casing. The well was pumped at 15 gallons per minute for 24 hours and water level dropped continually throughout the test. After 24 hours the water level was at 40.03 feet, a total of 10.8 feet is Consulting Engineers and Hydrologists 909 Colorado Avenue 5 Glenwood 8pringe, CO S1 601 w (970) 945£777 Apr -30-2004 08:18am From- • • T-073 P.003/012 F-555 Oldecn Kaufman, Esq. July 29, 2003 Kaufman And Peterson Page No. 2 of 3 of drawdown. At the end of the test the water level was approximately 110 feet above the bottom of the well. Approximately 21,600 gallons was pumped during the test. Figure 3, attached, shows the drawdown curve for the pump test. With pumping time displayed on a logarithmic scale the pumping level Is shown to decline at a steadily increasing rate. This indicates that the well In mining the aquifer, pumping at a rate faster than the welt can sustain. This Is also confirmed by the well's recovery after pumping. After 24 hours of recovery the water level was still 2.3 feet below the starting level. Figure 4 graphically depicts the recovery. Conclusions • The wells are not capable of a sustained pumping rate of 15 gallons per minuie. If pumped continually at 15 gpm there Is a risk that both wells will pump dry. This is a greater risk for the Homestead well than for the Cabin weft. • Ground water recharge from irrigation In the Bane meadow will benefit the wells. Had there been Irrigation occurring during the tests the Initial water level would have likely been higher and the drawdown less over the course of the tests. Maintenance of flood irrigation In the meadow is important to help maintain the wells. Both wells are adequate for in-house uses In large residences but Irrigation uses should be very limited. Recommendations • The pumping rate from each well should be restricted to 10 gpm by installation of flow control valves. This will help limit the drawdown in the wells and help ensure that the wells are not pumped dry, • Sufl9clent storage should be provided to meet peak demands greater than 10 I gpm. Fora large residence 5 to 10,000 gallons is recommended. Foran Individual small cabin a lesser amount, 1,000 gallons is recommended. • The most Important recommendation is that frrigation from the wells shoufd be severely restricted. Use in the residential landscape irrigation system should be limited to the early and late Irrigation season when water is not available from the Lost Basin Pipeline or Bane Ditch. The raw water irrigation sources should be utilized as the primary irrigation source for all landscaping to the maximum extent possible. Landscape Irrigation circuits that rely on the wells in early and late season should be designed for a maximum flow rate or 10 gpm. Other irrigation from the wells should be limited to incidental irrigation from hose bibs. CI iffieRESOURCE D I N E I' 11 1 1 p I N C Apr -30-2004 06:16am From- • Gideon Kaufman, Esq. Kaufman And Peterson Summary • T-073 P.004/012 F-556 July 29, 2003 Page No.: of 3 It is our opinion that the wells should be adequate for in-house use. We recommend that they be pumped at no more than 10 gpm. Irrigation from the wells should be severely restricted to ensure their sufficiency for In-house uses. Sincerely; RESOURCE ENGINEERING, INC. John M. Currier, P.E. Water Resources Engineer JMCrjmc File:974-3.2 attachments aORESOURCE M,*:0 M N G 1 N E e PIN 2 IN C a SM 35 fW 45 c v 4 a 50 0 7129!1003 Lost Basin Ranch Homestead Well Drawdown 10 Purwng Time (minutia) . Resource Engineering, Inc. 0o FIGURE • • FIN Lost Basin Ranch Homestead Well Recovery rrr 10 ___ 5.000 3 10.000 0 V 3 15.000 F; 25.000 7/2WM03 Resource EnOinewt , Ina DO FIGURE 2 • 0 w K,M 32 A "s34 CL E �35 36 0 [Y" 42 10 Lost Basin Ranch Cabin Well Drawdown PmVbv Time (rrdnutes) tin 7/2MD3 Resource EngheWhg, Inc. !d FIGURE 3 10 Lost Basin Ranch Cabin Weii Recovery 1 T!T 10 0 I a 2 9 0 4 a 7 729120()3 Rssmrce Engioesdng, Inc. 10000 III FIGURE 4 SL l(h• l ��,�T/! .eco c r �✓' �r1 /YYELL TEST REPORT ig r tL Address D m Telephone _ won lag "Pen _� / � Viaw t.mrel Cedng Sim_ / nr Deem Pump 8 Wkv / _�q Pioductbn Tom Pomp-%Np /`%G,&_7-a7-fs f.P / :..•,rT. A06r - • Ll ti 0 fL•�E�77�7.7 -0 > i�rAY4: • Ll ti 0 J J�y�22� �UU3 0 m .WELL TEST REPORT gh] Lou oamh WMWLWM. Casing BCesDraw nown Pimp Bating Down --�� QPra/a�vtllan Ca_ Test Pump. t1 Apr -30-2004 08:16am From- . • ADZ Laboratories, Inc. T-073 P.011/012 F-556 Resource Engineering, Inc. ACZ Sample to: L42133-02 Project ID: LOST BASIN RANCH Date Sampled: 07121103 fS'45 Sample ID: CABIN WELL Date Received: 07122103 Sample Matrix: Ground Water Metals Aluminum, last M200.7 ICP U mg/L 0.03 0.2 06/05N313:29 Sep recoverable Barium, total M200.7 ICP 0.007 B - mg/L 0.003 0.07 0810OM313:29 acp recoverable Cadmium, toil M200.7 ICP u mg/L 0.006 0.02 08/0610313:29 acp recoverable Calcium, disedlved M200.7 ICP 269 mg/L 0.2 1 07124/0312:4 wfg Chromium, total M200,7 ICP U mg/L 0.01 0.05 08/06/03 1329 acp recoverable Copper, total M200.8 ICP -MS 0.0044 mg/L 0.0005 0.003 06/04/03 18:39 Icj recoverable Iron, total recoverable M200.7 ICP 1.05 mg/L 0.01 0.05 06/06/03 13:29 acp Lead, total recoverable M200.8 ICP -MS 0.0002 B rri 0.00010-0005 0&04/0316:39 Iq Magnesium, dissolved M200.7 ICP 08.5 rllp/L 0.2 1 =24/031244 wfg Manganese, total M200.7 ICP 0.047 mg1L 0.005 0.03 OaPoB/03 1312 acp recoverable Mercury, total M245.1 CVAA U mg/L 0.0002 0.001 07/23/03 15.47 ma recoverable Potassium, dleaolved M200.7 ICP 4.3 mg/L 0,3 1 07/31/03 10:30 wfg Selenium, ental - M200.9 ICP -MS U mg/L 0.002 0.008 08/04/03 18:38 Icj recoverable - --- Silver, total recoverable M200.8 ICP -MS U .mg/L 5E-05 0,0003 0&04/03 10:39 Icj Sodium, dissolved M2007 ICP 49,0 mg/L 0.3 1 07!3110310:30 wfg Zinc, total recoverable M200,7 ICP U mg/L 0.01 0.05 OBMI1031129 acp Metals Prep Parameter EPA , r e a 7oral Recoverable M200.2 IOP 0&03/0310:12 Mm Digestion Total Recoverable M200.2 ICP -MS 08/01/03 14:24 Jblgp Digestion REPIN,01.11.00,01 • Please refer to Emended Ouglifier Report for detail. L42133: Page 4 of I I I Apr -30-2004 06:17am From- • ACZ Laboratories, Inc. 2773 Downhill Df," steamboat Springs, CO 80487f8001 T-073 P.012/012 F-556 Resource Engineering, Inc. ACZ Sample ID: L42133-02 Project ID: LOST BASIN RANCH Date Sampled: 07121/03 1545 Sample ID CABIN WELL Date Received: 07/22/03 Sample Matrix: Ground Wafer Wel Chamistry Alkallnityaa CeCC3 SM23206-Titredon mg/L Bicarbonate as 317 CeCC3 mg/L Carbonate as CaCO3 mah Hydroxide as CaCO3 mg/L Total Alkalinity 317 Cation -Arlon Balance Calculation mg/L Catlon-Anlon Balance -0.8 Sum o(Anions 24.2 Sum of cations 23.8 Chloride M326.2 - Colorimetric 28 Color M110.1 - Colorlmetric talc Conductivity C25C M120,1 - Meter 1570 Fluoride SM450OF-C 0,8 Hardness as CeCC3 SM234CS - Calculation 1080 Lab Filtration SM 3030 B kb Lao Filtration 8 SM 303C B cam( AcIdlOoetion mah Nitrate as N, dissolved Calculation: NO3NC2 minus NO2 umhos"m Nitrate/Nitrile as N, M353.2 - Automated Cadmium mah dissolved - Reduction ni Nitrite as N, dissolved M353.2 - Automated Cadmium mah Reducdon mg/L Nitrogen, ammonia M350.1 - Automated Phenats 0,2 pH (lab) 10150.1 - Eiectrometdc 7,2 Phosphate Calculadan based on Ortho 0.03 Phosphorus Phosphorus, dissolved 10358.1 - Auto Aacarblc Acid 0.02 (digest) mg/L Phosphorus, onho M355.1 - Automated Ascorbic Acid 0.01 dissolved mg/L Phosphorus, coral 10385.1 - Auto Ascorbio Acid kmc (digest) mg/L Residue, Filterabie M160.1 • Gravlmstric 1540 (TDS) C180C , mg/L Sulfate M375.3 - Gravimatdc 810 TDS (calculated) Calculatlon 1450 TDS (ratio - Calculatlon 1.05 measured/calculated) mg/L Turbidity M180.1 - Naphelometric 6.2 REPIN.01.11.00.01 Pbaee refer to Fslsnoed Ouagfier Popoff for detail. �(_; L42133: Page S of I1 mg/L 2 10 07/23/030:00 mah U mg/L 2 10 0723/03090 mah U mg/L 2 10 0723/030:00 mah mg/L 2 10 07/23/030:00 mah % 08/06/030:00 talc meq/L 0.1 0.5 08/06/030:00 talc meyL 0.1 0.6 08/06/030:00 talc mg/L 1 5 C8/02/031530 kb U cam( 5 S 07 2/0318:43 mah umhos"m i 10 07/23/0315:05 mah ni 0.1 0,5 06/01/03 17:32 mah mg/L 1 7 06/06/03 0:00 Calc 07(22103 18:49 ct 07/23/0311:21 acp U mg/L 0.02 0 1 08/08/03 0:00 Cole U mg/L 0.02 0.1 072210318:54 kmc U mg/L 0.01 0.05 07122/0316:54 kmc 8 mg/L 0.1 0.5 08/04/03 13.1a ksj H units 0.1 0.1 0723/0315:09 mah B mg/L 0.03 0.15 08/06/03 0:00 talc a mg/L 0.01 0:05 ca/01/03 11;08 kb 8 m9/1- 0.01 0.06 072210321:32 kmc U mgt 0,01 0.05 06/0210310:21 kb mg/L 10 20 07/28/03 13:42 Cl mg/L 10 50 08/06M310:06 Dc mgt 10 50 Ca/08/030:0C talc ca/05/03 0:00 talc NTU 0.1 0.5 0783/0312:24 mah REPIN.01.11.00.01 Pbaee refer to Fslsnoed Ouagfier Popoff for detail. �(_; L42133: Page S of I1 May -11-2004 02:36pm From- 9 • T-101 P.002/002 F-656 Form No. OFFICE OF THE .. fATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303)888-3581 APPLICANT RANCH IV LLC C/O R S FIFER RESOURCE ENGRG 909 COLORADO AVE GLENWOOD SPRINGS, CO 81601- (970)945-6777 LIC WELL PERMIT NUMBER 249168 _ DIV. 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY SW 1/4 NE 1/4 Section 31 Township 8 S Range 87 W Sixth P.M. OI�CES FROM SECTION LINES 2000 Ft. from North Section Line 2550 Ft from East Section Line UTM COORDINATES ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used In such a way as to cause no material injury to existing waterrights. The Issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief In a civil court action. 2) The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of 40 acres described as the SW 1/4 of the NE 1/4, See. 31, Twp. 8 South, Rng. 87 West, 6th P.M., Pltkin County. 4) The use of ground water from this well Is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the Irrigation of not more then one (1) acre of home gardens and lawns. This well Is Identified as the Cabin Well. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The retum flow from the use of this well must be through an Individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: Expired permit no. 202878, was previously Issued for this 1/4 1/4 section. APPROVED DMW 4n. State Engineer 0 0 M4ay-11-2004 02:36pm From- • • Form No. OFFICE OF THE .. fATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303)666-3581 APPLICANT RANCH IV LLC C/O R S FIFER RESOURCE ENGRG 909 COLORADO AVE T-101 P.002/002 F-656 C Kf- I.;>t_. L_ L._ LIC WELL PERMIT NUMBER 249168 _ DIV. 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY SW 114 NE 1/4 Section 31 Township 8 S Range 87 W Sixth P.M. DISTANCES FROM SECTION LINES 2000 Ft. from North Section Llne GLENWOOD SPRINGS, CO 81601- 2550 Ft from East Section Line (970) 945-6777 UTM COORDINATES PERMIT A WELL Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFERA WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used In such a way as to cause no material injury to existing water rights. The Issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief In a civil court action. 2) The construction of this well shall be In compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-62-602(3)(b)(II)(A) as the only well on a tract of land of 40 acres described as the SW 1/4 of the NE 1/4, Sec. 31, Twp. 8 South, Rng, 87 West, 6th P.M., Pitkin County. 4) The use of ground water from this well Is flmlted to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the Irrigation of not more then one (1) acre of home gardens and lawns. This well Is Identified as the Cabin Well. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an Individual waste water disposal system of the non -evaporative type where the water Is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: Expired permit no. 202878, was previously Issued for this 1/4 1/4 section. APPROVED DMW 4n. State Engineer Iis BY9—d ZOO/ZOO d X-1 _wc:� wegl:ll gOOZ—II-xEW M4 -------.-__-__ 0 Y l Sheet Title: RESTORED CABIN #3 PLUMBING PLANS Scale: Y4"=11.0" Drawing No: Project No, 2325.02 P=103 ©2004nncNiiicTuu°Ano°Planwhc, P. C) --.77 , — — 1 --y - ✓,-�� �/ �!//// i ii. 8320 ,_/ _----�- -- --_� _ -- _ �`_ /////// j//i/ j i i / / Restoned •" ' .-� -"r. -- _ - J_ -JJ f y= ij // / I < �- y� ? .� �; . Y ./ Ca bi 1 11 2— — .-' H ISt — —L J flUl — — / / / Restored --- y/ �a�binWer% — T-- --------- n #.3 / —// — — — — — — — — 8290 Ru in-# 4 — i — 11 \8275 / ! \ j 70 \ / ,may 8260 __ ` y / / / / / I _ / y✓ ' / -` ` _ -'- _ 57 sly /30 poss ARCHITECTURE + PLANNING - 1 :lm3 605 EAST ,MAIN STREET ASPEN, COLORADO 81611 (t) 9701925 4755 (F) 970 / 920 2950 Design Architects: Cooper, Robertson & Partners 311 West 43rd Street New York, New York 10036 Architect of Record: POSS Architecture + Planning 605 East Main Street Aspen, Colorado 81611 Mechanical Electrical & Plumbing: Spectrum Engineers 17:5 S. Main St Suite 300 Salt Lake City, LIT 84111 Landscape Architects: Olin Partnership Ltd. Public Ledger Building, Suite 1123 150 South Independence Mall W. Philadelphia, PA 19106 Stuctural Engineer: Oddo Engineering 710 Cooper Ave. #200 Glenwood Springs, CO 81601 Construction Manager: Harriman Construction 280 E. Cody Lane Basalt, CO 816,21 Issue: 04-02-04 Progress Set 05-17-04 Permit + pricing Set TWO SHOES RANCH HISTORIC HOMESTEAD Pitkin County, Colorado Ruins 01 Restored Cabin 83 Restoredbin k20 USGS 8283 = 100'-o' USGS 8293 =100'-0' Ruins Y4 a 0 O NORTH Sheet Title: SITE KEY PLAN Scale: %32" - V -O" Drawing Project No: 2325.02 G=002 TRANSFORMERS- ® WELL DOMESTIC WATER C15TERN , POTENTIAL IRRIGATION `+ WATER CISTERN PROPANE TANK --- i 1000 -GALLON, TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET OUTLINE OF BUILDING ENVELOPE f / / /- FLOW SPLITTER BASIN FIRE HYDRANT T d - NOTES: 1. CONTRUCTION FENCE TO BE PLACED AT BUILDING ENVELOPE LINE DURING CONSTRUCTION. CABIN REMAINS 0 1000 -GALLON, TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET OBSERVATION/VENT PIPE PVC EFFLUENT LINE 248 SQ. FT. OF INFILTRATIVE AREA IN TWO GRAVELLESS CHAMBER -TRENCHES. EACH TRENCH MUST HAVE ONE ROW OF 8 CHAMBERS. — — PROGRESS 1.3 Design Architects: Cooper, Robertson & Partners 311 West 43rd Street New York, New York 10036 Architects of Record: Pass Architecture + Planning 650 East Main Street Aspen, CO 81611 Landscape Architects: Olin Partnership Ltd. Public Ledger Building, Suite 1123 150 South Independence Mali W. Philadelphia, PA 19106 Interior Designer: John Stefonidis LTD 7 Chelsea Manor Street London S.W. 33TW England Notes: Drawing Title: SITE PLAN HISTORIC HOMESTEAD Scale: 1/16" = V-0" Drawing No: Date: 06/07/2004 L1.06 RINT OP Project No: 0209.00 Drawn By: ARBON PAR 15CULAIr LTER FILTERS F F TANK RECIRCULATING PUMP '— WELL PUMP 10 GPM DOMESTIC WATER PIPING DI SCALE: NTS UV LIGHT WATER SUPPLY GRAM 10,000 GALS"' STORAGE TAI DOMESTIC WATER, PRESSURE BOOSTER PIMP SCHEDULE SYMBOL , MANUFACTURER MODEL. NO. RESIN'VOL ME (CUBIC FE EACH• GPM HEAD FT. H.P. RPM V TS/PHASE/ CYCLE EQUIPMENT OR AREA SERVED + COMMENTS SP -1 GRUNDFOSS 22 SIDE 1.5 25 120 1-1/2,] — 240 1 60 DOM WATER 1 1/2" 1/2- 2'P-3 P-3 KITCHEN SINK 2" (1) COMPLETE WITH CONSTANT. PRESSURE SYSTEM WATER SOFTENER SCHEDULE It SYMBOL MANUFACTURERii MODEL NO. NUMBER OF SOFTENERS RATED EXC. CAPACITY AT 15 48S CU FT FLOW 'RATE EACH GP RESIN'VOL ME (CUBIC FE EACH• BRINE TANK gZE B CKWASH . FLOW RATE (E9H) GPM COMMENTS 15 PSI LOSS 25 PSI LOSS WS -1 CULLIGAN PV -459 1 0,000 2 35 1.5 16 X38" — P-2 LAVATORY 1-1/2-1-1/4-1-1/2- 1/2" 1/2- 2'P-3 " UMAIIIC CARBON FILLER SYMBOL MANUFACTURER MODEL NO. FLOW RATE BACKWASH' SLOW RATE VALVE SIZE CF -1 COLUMBIA CAC -273 10 GPM 10 GPM 1' 115j.1/60 10 UV -2 IDEAL HORIZONS CL -26 ULTRAVIOLET LIGHT SCHEDULE SYMBOL MANUFACTURER MODEL NO. WATTS VOLTS/'PHASE/ CYCLE FLOW RATE UV -1 IDEAL HORIZ NS CL -15 V 115j.1/60 10 UV -2 IDEAL HORIZONS CL -26 1-1 2' 115/11/60 40 WH -2 P-2 LAVATORY PLUMBING FIXTURE SCHEDULE FIX NO. FIXTURE WASTE TRAP VENT HW CW G A ! V COMMENTS P-1 WATER PLOSET 3' 1-1 2' 1/2* WH -2 P-2 LAVATORY 1-1/2-1-1/4-1-1/2- 1/2" 1/2- 2'P-3 P-3 KITCHEN SINK 2" 1-1/2 1-1/2' 1/2- 1/2" P-4 BATHTUB 2" 2" '1-1 2" 1/2011/2* D-1 FLOOR !DRAIN 2" 2'#-1 JR SMITH 2010 ELECTRIC DOMESTIC HOT WATER HEATER SYMBOL MANUFACTURE MODEL NO. TANK CAPACITY GALLONS INPUT 1KW VOLTS/ PHASE/ CYCLE RECOVERY RATE GPH WATER TEMP IN/OUT COMMENTS WH -2 SEAL ALL CRACKS, JOINTS AND OPENING IN CONCRETE �mmmmm im mm®mmmmmm�mmim®I . 1�1e•�r e1�le .Ll Ufa �1�T e1�1e 1e ��1e e1e 1e+.aye lie l��le le �eee�ne i�e�r eZa- i �\ '; � � ��1� � � � 1 � �,,.• ; � � �\•,� ; . \ � • ; , • �'•� � � � F\ eye a ,e �\ � �,� rinM"\ \', 1. 1 7' 1 �1' 1 1 � 11 • • 1 • 7 • . •"\ri 1 �i 1 •,1,1\ \ �,b,�,l. � � X11\ \y.: � 1 1 1 1 1 1 1 • 1 1 1 1 ,1.1 •�..• •111•'"/•. 141"•f 1• •'••, \11.1•\ 111 \• •1,„11.1.1 11; •• • • 1 • •1• • i 1 • • •- • •' ®ss ARCHITECTURE + PLANNING I L 605 EAST MAIN STREET ASPEN, COLORADO 61611 (T) 970 / 925 4755 (P) 970 / 920 2950 16. Design Architects: Cooper, Robertson( Partners 311 West 43rd Str4et New York, New York 10036 Architect of Record: POSS Architecture + Planning 605 East Main Strdet Aspen, Colorado 81611 Mechanical Electridal & Plumbing: Spectrum Engineert 175 S. Main St Suite 300 Salt Lake City, UT 614111 Landscape Architects: Olin Partnership Ltd. Public Ledger Building, Suite 1123 150 South Independence Mall W. Philadelphia, PA 1§106 Stuctural Engineer: Oddo Engineering 710 Cooper Ave. #200 Glenwood Springs, CO 81601 Construction Manager: Harriman Construction 280 E. Cody Lane Basalt, CO 81621 Issue: 04,02-04 Progress Set 05.17,04 Permit + Pricing Set TWO SHOES RANCH HISTORIC HOMESTEAD Pitkin County, Colorado Rhins #1 Restored Cabin #3 Restored Cabin #2 (!SGS 8283 = 100'-0' Uses 8293 - 10C4 i 1 Ruins 04 NORTH Sheet Title: PLUMBING DETAILS & SCHEDULES Scale: NTS Drawing No: Project No: 2325.02 PMMM, i 11 02004 ARCHITEETURE NOPIANrTNN1P..