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HomeMy WebLinkAboutpitkin.eh.264326402009 (2000)Permit # 00028 Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Parcel ID # 2643-264-02-009 Type of permit New( x) Repair( ) Addition to House( ) Name of Owner Rob and Michelle Yeager Street Address od Property legal description Size of lot 2.35 acres Lot R-7. Starwood Subdivision Water source Starwood Water System # of bedrooms in house Caretaker unit N/a Total square footage of the house Greater than 6000 sq ft # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) 5 Designed by Church and Associates M () ®J� �W Z �jU aZ c� Baa �C.r a N Z �a m �a Amin rn �a 1Z # of offices, lofts & similar sized rooms in caretaker unit — Permit information Mailing Address 4501 Wadsworth Blvd, Wheat Ridge, CO 80033 Perc rate 90 mpi Profile hole depth 8 ft Depth to groundwater or bedrock Greather than 8 ft Septic tank capacity 3250 gallons Absorption area 9100 sq ft Comments Septic permit approved per compliance with the engineer design and specifications dated May 16, 2000. Any changes must be approved by this department and the design engineer rior to them being made. Requirements in section 4-20 of Pitkin County ISDS Regulations must be met and must be in accordance to Resolution 99-34 for Experimental Drip Irrigation systems. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. A ten foot setback from the field to the property lines need to be maintained. The system will consist of one 2000 gallon single compartment tank and one 1250 gallon single compartment tank with a pump in a biotube vault will be installed. The drain field will include 9100 square feet of drip irrigation. This department does not endorse any brand of products. 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. Permit approved by: I� �'iP Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the 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 b� included with this permit before the final approval will be issued. Installer: / 0 � Final inspection approval: Date: / a a Y 2 Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 00028 Parcel ID # 2643-264-02-009 Type of permit New( x) Repair( ) Addition to House( ) Name of Owner Rob and Michelle Yeager Street Address Buchanan Drive, Starwood Property legal description Lot R-7, Starwood Subdivision Size of lot 2.35 acres Total square footage of the house Greater than 6000 sq ft Water source Starwood Water System # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house Caretaker unit N/a Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit �r Designed for what # roorrs (list) 5 Designed by Mailing Address Permit information Church and Associates 4501 Wadsworth Blvd, Wheat Ridge, CO 80033 Perc rate 90 mpi Profile hole depth 8 ft Septic tank capacity 3250 gallons Depth to groundwater or bedrock Absorption area 9100 sq ft Comments Greather than 8 ft Septic permit approved per compliance with the engineer design and specifications dated May 16, 2000. Any changes must be approved by this department and the design engineer prior to them being made. Requirements in section 4-20 of Pitkin County ISDS Regulations must be met and must be in accordance to Resolution 99-34 for Experimental Drip Irrigation systems. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. A ten foot setback from the field to the property lines need to be maintained. The system will consist of one 2000 gallon single compartment tank and one 1250 gallon single compartment tank with a pump in a biotube vault will be installed. The drain field will include 9100 square feet of drip irrigation. This department does not endorse any brand of products. 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. Permit approved by: L(�f. A r� Rboj Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the 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: Q l,� ir`I�� ►�'l?V 1 lnC� Z� ASPE. ITKIN ENVIRONMENTAL HEALTH i ?ARTME APPLICAI ION FOR INDIVIDUAL SEWAGE DISPOSAL Sr 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5074 Name of OWNER 4e'p /G HEZ c_E YCq -05, Owner's Mailing Address �30 5 -S 3 Business Phone: (y'07) �f Z Sr X62 S Home Phone: SAY 2000 II I U ic,bv, fL32 Primary Contact Person (all communication regarding this permit will go through this person) Name L J Z5 L0 4f -AIA 4;-1 LC5 Company G 2 LE S GG/ti ti iG.�� q lzGf ?EGTS Contact Mailing Address (SIC' Business Phone : SS-PVCell Phone : Fax rarGel w if tavallame rrom assessor's office at 920-5160 or at www.aspen.com/assessor/) _ Q O g Street address of property g l /G f_/ A A/ 4 -y,D fL/ y/E• Legal Description: Lot 2-7 Block /1/!E ,jOing ,Subdivision S %1 Size of lot: 2 •3!L7 acres. Type of proposed structure: 12—A-0 Size of bldg. envelope: Total square feet of house rj- # of bedrooms in house # of offices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( # of bedrooms in caretaker unit FRI Total area(sq. ft.) of caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ( 11-� Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (Vr If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfuio The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner ass u es Pegsl in case of failure of the system. Signature of applicant A � Received by Receipt # G:\eh\isds\isdsapp.doc Date Date n / Pitkin Environmental Health Oepartri Contact Log Sheet Address: 61&C�k aKi"r�ar_, ���! ���• RM WAN I �_ �►�ii MUM .. FEB. 9.2000 12:44PM P7TKIN COUNTY ADMIN.. February 8, 200 Herbert S. Klein, Esq. Klein - Zimet Professional Corporation 201 North Mill. Street, Suite 203 Aspen, CO 81611 Re: Lot 7, Starwood Subdivision Dear Herb: NO. 4694 P. 16 Pitkin County E via FACSIMILE to 970-925-3977 1 am in receipt of your letter o f inquiry dated January 20, 2000. The terms of the current moratorium do not apply to the above rererenccd property due to its unique situation and history. This representation concerns only the current moratorium and does not apply to Land Use Code or County Code amendments which may be adopted in the future. Development of this property must comply with all previous approvals and applicable provisions of the Pitkin County Code. If you have questions or concerns, please feel free to contact me. Szucercly, . Ely County Attorney JME/vvn Administration County Commissioners County Attorney 530 E. Main, Suite 301 Suite 301 Suite 302 Aspen, CO 81611 530 E. Main Street 530 E. Main Street (970) 920-5200 Aspen, CO 8 16 11 Aspen, CO 8161 i P,iM70o„ FAX 9205198 (970) 920-5150 (970) 920.5190 NECYCUP PMFW Finance and Use Tax 530 E. Main, Suite 201 Aspen, CO 81611 (970) 920.5220 FAX 920-5230 11IHY . efum 1C; �{IZOMT1 5 1 HKWUUII t1Ul'It UWIItKS N ,y STARWOOD HOMEOWNERS ASSOCIATION BOARD OF TRUSTEES MEETING APRIL 27, 2000 I1IU.G71, r'.0 Prior to the meeting, there was a site visit at the Yeager lot, 91 Buchanan Drive, In attendance were Meg Haynes, Rocky Tschappat, Bi11 Lukes, Paul Taddune, Bert Blom, George McGrath, Greg Mozian, Julia Johnston. The meeting was called to order at 9:30 A.M. at the Aspen Institute by Meq Haynes, Chairman. Board members in attendance: Meg Haynes, Juliet Shield -Taylor, Rocky Tschappat. Ron Garfield attended the morning portion of the meeting by conference phone and the afternoon portion in person_ Michael Fain attended the entire meeting by conference phone. Tom Duckworth attended via conference phone durinq portions of the meeting. Kurt Hollinger arrived at the meeting at about 11:45 A.M. Also in attendance: Bill Lukes, Paul Taddune, Dean Gordon, Julia Johnston, Bert Blom, George McGrath, Greg Mozian, Mike Hamberg, Duncan Portous, Denis Cyrus, Bob Magoon, John Wood. Responsibilities and Assignment The assignment list was reviewed, and all items had been completed. Julia Johnston will record the new items that need to be added to the list. ARCHITECTURAL COMMITTEE Yeager, Lot R-7, 91 Buchanan Drive,_ New Residence Following the Committee's direction at the last meeting, owner Rob Yeager arranged for new perc tests to be done. The leach field areas have been re -calculated, and there is a 10-15ro reduction in the size of the field. The revised leach field area, the Towning property line, and the trees to be saved were marked for the Committee's morning site inspection. Several significant stands of scrub oak in and adjacent to the leach field will be saved, Rocky Tschappat said that following the site inspection, he thinks there will be a nice buffer between the Yeager and Towning houses, although there is an area between the two houses where more screening would be beneficial. Rocky said that nine 14-16 ft. spruce trees would screen this area well. Rocky said that, in his opinion, the new leach field plans which preserve many of the existing scrub oak are very well done. The Committee generally agreed_ Meg Haynes asked Bill Lukes to work closely with the owners and contractor to be certain that the vegetation to be saved is properly marked and fenced prior to the commencement of construction_ B111 Lukes said that he plans to meet with the contractor on site about two weeks before construction begins. Meg said that she could not emphasize enough how important it is for the Received Time May,23, 11:29AM I I'IHY . G�. GL'JVJlO 1,:_';4("'I 51 HKWUUU I.1U1.1L UWI`ILKti NU. ti71 t'. _J contractor to take great care tc save the proposed islands of trees when excavation begins. Michael Fain asked if neighbor, Herbert Towning has seen the newly proposed leach field area. Meg said that Mr. Towning, along with all Starwood homeowners, was notified of this meeting, that she had several conversations with Mr. Towning, and she wondered whether he and Rob Yeager have discussed the plans_ Bert Blom said that Rob Yeager and Greg Mozian met with Mr. Towning on site following the March 14 homeowners meeting. The scrub oak trees that Mr. Towning wanted preserved are the ones that are being saved. At that time they also discussed the spruce trees that could be added, which Rocky is now suggesting to provide more screening. Mr. Mozian said that both Rob Yeager and Herbert Towning were agreeable to the addition of the trees. Mr. Blom said that Mr. Yeager has agreed to plant more trees than required because he is concerned about his privacy, also. On a motion properly made and seconded, the Committee voted unanimously to approve the landscape and septic plan as submitted with the addition of 6 minimum of nine 14-16 ft. spruce trees to be planted in conjunction with Mr. Towning's approval; the trees can be planted on either the Yeager or the Towning property or both; the scrub oak trees to be saved will be marked and protected with construction fencing, with plenty of room to get around them during construction. Bill Lukes will work with the contractor to be certain that the trees are properly marked and fenced. Mr. Blom thanked the Committee, saying that he and the other staff members on the project always felt that the Committee was very helpful, open and easy to communicate with: they never felt like they were "up against a brick wall they appreciated that there were problems with this lot and respected the Committee's work to maintain the natural growth of vegetation. Staf ord, Lot R-50. New Residence The owner has submitted further plans which clarify and/or revise certain aspects of the design for which they would like approval, as follows_ 1) Several areas of the house have been increased somewhat in length or width; 2) Two ridgelines have increased slightly in height; one by 1 inch and one by 9 inches. Duncan Portous explained the revisions, showed the previous footprint and the front elevation of the house, the areas where the dimensions have been reduced or increased, and he showed the bear -proof trash container storage area. Mr. Portous said that they had reduced the glazing by 2% in some areas and 7% in others. He said that the highest ridge line has not increased in height. Bill Lukes said that the owner plans to submit the required exterior lighting, materials and colors, and irrigation plan for Board review at a later time. Michael Fain asked if the revisions would impact the visibility of the house from below. The Committee generally agreed that it would not. Or a muL i uri properly made grid seconded, the Committee voted unanimously to g1 ve f1 nal approval to the proposed revisions. Rocky Tschappat abstained. Strver. Lot R-43, 617 South Starwood Drive. Addition A neighbor notification was sent on January 21, and no comments were received during the comment period. The plan for the new lower level has been extended B', but is still hPlnw the rlPck that was proposed, and does not extend beyond the line of the upper level. A landscape plan has been submitted which includes 31 deciduous and spruce trees around the house, and to revegetate the old leach field (which will be relocated uphill). An outdoor spa tub has been added near the deck. The parking plan shows space for 4 vehicles. A plan for the new septic system has been submitted; the Received. Time Mav,23. 11,29AM 2 V. 0 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 28, 2002 Rob Yeager C/o Sullivan Properties 130 South Orange Avenue, Suite 300 Orlando, FL 32801 Subject: Installation Observation, Proposed Yeager Residence Lot R-7, Starwood Village Pitkin County, Colorado Job No. 11997 Mr. Yeager, RECEIVED AUG 0 2002 PI T I\IN COUNTY ENVIRONIUENTAL HEALTH As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site five times during the months of November and December 2001, and January 2002. The system was designed under our Job No. 11997, dated May 16, 2000. The system includes the installation of three 1500 -gallon, single and two compartment, precast concrete septic tanks. A duplex pumping system in BiotubeTM vault was placed in the 1500 -gallon two- compartment septic tank. 9132 square feet of drip irrigation drain field was installed in 16 sections. The drain field was installed to fit topography and to preserve native vegetation_ An as -built drawing is included as Figure 1. The pump and alarm were in place at the time of our last site visit. The construction foreman may activate pumping system at his discretion. The components of the OWS were installed in conformance with our plans and specifications. If there are questidns or if we may be of further service, please call. CHURCH & Associates, Inc. Timothy R. Petz Project Manager TRP/erb 2 copies sent Reviewed by Edward O. Church, P.E. 0. 13172 copy to PCEHD, Attn: Nancy MacKenzie copy to Charles Cunniffe Architects, Attn: Bert Blom, 610 East Hyman Avenue, Aspen, Colorado 81611 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 t. ASPEN/PITKIN EN*VAONMENTAL HEALTH DEPARft BENT ISDS DESIGN CALCULATIONS I Owner's Name YEAGERParcel Ill # O7 - OO,aj House Size (sq. ft.) >6000- (75 gpd, 100 gpd, or '130 gpd) 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 1300 State Review Required? no Perc Rate 72 (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X'1.75 Q= 2275 Drip Irrigation Area = Q/R, R=Application Rate of 0.23 gpd/sf Absorption Area (A= Q/5 X SQItf) A = 9100 sq. ft. of absorption area required infiltrator units without reduction A maximum 30% reduction is allowed for use of devil gravel or gnrvelless cluu»lwred system, only if the lot size and soil conditions are optimal. If ek reductiuu is being proposed, dex•rdw why lot size and soil cundilions art! olrlimal: A = sq.ft. with reduction infiltrator units with reduction 'type of system: []Absorption trenches []Absorption bed [] Gravelless chambers (Dry well []Seepage Pit [x]Other Drip Irrigation Minimum lank capacity �I A - SETBACK FROM WILL, # of fetid = 202 SI -'TRACK FROM POND, STREANI OR IRRIGATION DITCH # of feet = 152 SETBACK FROM DRY GUL CI I # of feet = 127 FINAL INSPECTION BY: ___ ____ ___ ____ DATE: 130 5 0 0 0 Engineer's Submittal for Septic Permit in Pitkin County Owners Last Name: YEAGER Location: LOT R-7 STARWOOD VILLAGE Summary of information regarding new septic system: Type of system being proposed: SEPTIC TANK AND DRIP IRRIGATION SYSTEM Other treatment processes being used: NONE Does the system use any mechanical parts? (Prohibited unless there is no alternative)YES If yes, explain why there are no alternatives A PUMP IS REQUIRED DUE TO REQUIRED DOSING Does the system require any maintenance other than routine pumping? YES If yes, who will do the maintenance? CLEAN FILTER WHEN SEPTIC TANK IS PUMPED Are any reductions being proposed? If yes, what makes the lot and soil conditions optimal? Which of the following are on the site or within setbacks? Closest distance of septic system to each feature [j -100 year floodplain NLA (.l well(s) N/A (] irrigation ditches N/A [] streams N/A [l ponds N (] other features NLA What was the profile hole depth? N/A What is the depth to groundwater? NLA What is the depth to bedrock? NIA What assumptions, if any, were made in system sizing and design? (Include any local, site- specific data, such as months without snow cover, ratio of evaporation to absorption, etc. that are relevant.) APPLICATION RATE OF 0.21 GPD.SF WAS USED If there are any variations from normal design, please explain how they can be demonstrated to improve treatment and protect water quality. NONE ` CHURCH & Associates, rnc. ENGINEERS & GEOLOGISTS My 16, 2000 44 Rob Yeager c/o Sullivan Properties, Inc. 130 South Orange Avenue, Suite 300 Orlando, FL 32801 Subject: Onsite Wastewater System Design, Proposed Yeager Residence Lot R7, Starwood Pitkin County, Colorado Job No. 11997 Dear Mr. Yeager As requested, we have prepared an onsite wastewater system design for the subject property. We performed percolation tests on April 18, 2000. SITE CONDITIONS - The site is approximately 2.35 -acre lot located in a rural Pitkin County, Colorado. The locations of the proposed residence and percolation holes are presented on Figure 1. The slope at the proposed field area varies from 5 to 12% to the northwest. The ground has a dense cover of shrub oak and thin cover of native grasses. The proposed drain field site is not in a confined drainage area and has moder- ate solar and wind exposure. We believe the site is suitable for use of a drip irrigation or evapotranspiration - absorption (ETA) OWS. The drain field area is proposed at the west side of the proposed residence. PROPOSED CONSTRUCTION - A five -bedroom single-family residence, which has greater than 6000 SF of living area is proposed. The sewage loading for a five -bedroom dwelling with greater than 6000 SF is 1300 gallons per day (GPD) based on two people per bedroom and 130 gallons per day per person. The sewage loading with a 1.75 peaking factor is 2275 GPD. The 2275 GPD loading will be used for sizing the septic tank, but not the drain field. The design loading includes a garbage grinder, dish washer and washing machine. Discharge from a water softener, spa or pool should not be directed to the OWS. The residence will be a public water system. There are no known wells within the 202 feet setback from the proposed drain field. EXPERIMENTAL DRIP IRRIGATION SYSTEM - The proposed drip irrigation (shallow trench) OWS has been authorized as an experimental OWS in Pitkin County. As a part of the authorization, there are conditions, which are not typical of other permits in Pitkin County. The conditions include: A. the appli- cant must commit to follow recommendations of the Department and the design engineer, B. a backup system design is required, C. monitoring of soil saturation and an annual report is required and must be reported for 5 years, D. the site must be reviewed for solar and wind exposure to wind, E. the Department will allow design without a 1.75 peaking factor. You will have to agree to the following conditions: 1. you must agree to the terrns of the permit; 2. a backup design is a ETA bed design in the same area; 3. monitor- ing as described later in this letter will be required which will include an annual report as described in Item DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 OWS Design Job No. 11997 Page 2 C; and 4. The site hays been reviewed as described under Site Conditions and found suitable for installation of a drip -irrigation TOWS. Eight shallow trench drip irrigation systems have been installed and are performing properly in Pitkin County, so we do not anticipate any problems with installation or performance of the OWS. There are 3500 successful drip irrigation OWS performing in Colorado. SUBSURFACE CONDITIONS - A subsurface investigation was performed by excavating two profile borings and 6 percolation holes. The subsurface conditions consisted of 0.5 feet of topsoil underlain to 10 feet by stiff clay with rock fragments. Percolation holes at depths of 30 to 36 inches indicated percolation rates ranging from 10 to 120 minutes per inch (MPI). We recommend designing the OWS based on the average percolation rate of 90 MPI, although the average percolation rate was 72 MPI. There was minor water infiltration into the test pit when it was opened, but this was due to a shallow infiltration condition. There was no evidence of ground water. The results of percolation tests by H -P Geotech indicated percolation rates generally greater than 180 MPI. The H -P percolation tests were performed at a depth of greater than 50 inches. H -P found no ground water. RECOMMENDATIONS - The shallow trench drip irrigation OWS should be installed as indicated on Figure 1. The OWS includes septic tanks and dosed shallow trench drain field. The OWS is designed on an application rate of 0.25 GAL/SF/DAY and a sewage loading of 2275 GPD. The application rate utilizes slow soil absorption and evapotranspiration. The septic tanks should include of one 2000 -gallon single -compartment concrete septic tank and one 1250 - gallon single -compartment concrete septic tank with a pump in a biotube vault in the second tank. Details of the pump system are presented in Figures 3 and 4. The drain field installation should include 9100 SF of drip -irrigation field in six sections as presented on Figures 1 and 2. The drip irrigation field configuration can be modified to, fit the topography with approval of our office. The trenches should be backfilled to reestablish the original slope. The surface of the drip irrigation or ETA field should be seeded after installation of the system. A native seed mix from the area available at seed stores should be used. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the field. An alternative ETA bed OWS is presented in Figures 5 through 8. We recommend installation of one 2000 - gallon single -compartment concrete septic tank and one 1250 -gallon single -compartment concrete septic tank with an effluent filter on the outlet. A distribution box with flow equalizers should be installed similar to Figure 7. We recommend the installation of ten 10 feet by ,100 feet and one 10 feet by 50 feet ETA beds with an area of 10,500 SF. We prepared a water balance analysis, which is presented as Table 1. The spread- sheet uses 32 inches of lake evaporation per year based on the US Department of Commerce Weather Bureau Technical Paper No. 37, OPERATION AND MAINTENANCE - The owner must realize an OWS is different from public sewer service. The owner must assume responsibility for maintenance of the system. The system is relatively main- tenance free, but the owner must have the septic tanks pumped and filters cleaned (hosed off). We recom- mend the tank be pumped and filter cleaned every two years. There are daily considerations, such as not putting plastic or other non -biodegradable material into the system. Water use must be monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, a running toilet will consume in excess of 1000 gallons per day if allowed to flow. An excess 1000 GPD loading could flood and irreparably harm the field. OWS Design Job No. 11997 Page 3 We caution against installation of a water softener. The hydraulic loading from the backwash of a water softener can be detrimental to OWS and a separate dry -well should be constructed for the backwash waste, if a water softener is installed. No landscaping or plastic can be used over the field, which will reduce evapotranspiration from the field. Chemically treated water from a swimming pool or spas should not be introduced into the OWS. As a part of the experimental permit, there are conditions imposed by the APEHD. The differences from other installations are the requirements for monitoring of the installation of the drip -irrigation system. These may be required because of a prior experience in Pitkin County with experimental systems. Drip -irrigation systems have been installed in Pitkin County and there have not been problems with the installation. Annual reporting fees will be a requirement for five years and the cost is estimated to be $200.00 per year. LIMITATIONS - A drip irrigation design requires installation by a contractor who is an experienced installer. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions different from those described are encountered, we should evaluate the effect of the changes on the proposed OWS. If the health department makes modifications to this design, we should be contacted to evaluate the impact on the performance of our OWS design. 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 ISDS regulations. The installer of the system is to have demonstrated knowledge of the ISDS regulations and requirements. The OWS design includes one installation observation. Additional observations are not included in the cost of this design. If there are any questions or if we can be of further service, please call. CHURCH & Edward O. EOC/trp 3 copies sent copy to: Charles Cunniffe Architects, ATTN: Bert Blom 610 East Nyman Avenue Aspen, CO 81611 Greg Mozian and Associates, Inc. Pioneer Construction of Aspen, Inc. ATTN: George McGrath P.O. BOX 301 Aspen, CO 81612 2.53 ACRES 1500-GALLON, TWO-COMPARTMENT, PRECAST LOT R-7, STARWOOD VILLAGE CONCRETE SEPTIC TANK WITH DUPLEX PUMPING SCALE PITKIN COUNTY, COLORADO SYSTEM IN A BIOTUBE- PUMP VAULT. 1 u = 30' 1 4132 TOTAL SF OF DRIP--'''^� .. -- "` W4500-GALLON, SINGLE-COMPARTMENT FINAL RXE*NT AND OWI3Y O TREE RXINGS IRRIGATION FIELD _ �` PRECAST CONCRETE SEPTIC TANK ARE RUCTTOLEACHFIELD CONDITIN ~1500-GALLON; SINGLE-COMPARTMENT, PRECAST v - _ - ETE,SEPTIC­TANK-..4 CLEANOUT •� DISTRIBUTION VALVE ,BMX `' _- •,,,'- -,"" 4 �'" �POiENT�ALE7fTE3�1lY.fi�GA'110N. ,. 3 -- -�� CCNiRp:80X iHOYIOE BECIPo�TIAIm do 5' LOT LINE r g UTILITY EASEMENT (TYPICAL) DISTRIBUTION'f ,>CLEANOUT, VALVE BOX ASPHALT DRIVE WICONCRETE EDGE ,.P x • ,. -i- fwd^ �� J, . f • _ ftrf�;:^_-eWALEu AMM r _ W BElitr+ NO UOTAPON Y t � � �_..• w _ __ - }� W EMM Lgff FIX W z firM-102 � - �' C[LVBif � ..~ �. � BUCHANAN DRIVE � 1 10294 f E OF FAQ 86.85 AS -BUILT DRAWING J08 NO. 11997 2/12/02 FIGURE 1 Y TYPICAL PLAN VIEW HEADER GRAVITY FLOW MINIMUM 1/8"/1' DISPERSAL UNE LEVEL MANIFOLD DISTRIBUTION EFFLUENT PUMP UNE VALVES WITH PRESSURE RELEASE VAI VP AT HIf7H PnINT NO. SECTION LENGTHI WIDTH LINES 1 A 38-44 20 10 1 B 64-85 20 10 1 C 83-105 20 10 1 D 44-64 20 10 1 E 60-62 10-20 5-10 1 F 75-32 10-32 5-16 LINES TO ADDITIONAL FIELDS DESIGN CRITERIA STRUCTURE - 5 BEDROOM RESIDENCE >6000 SF LOADING - 130 GPD PER PERSON TOTAL LOADING - 0 - 1300 GPD PERCOLATION RATE - 90 MPI APPLICATION RATE - R - 0.25 GPD/SF AREA - (1.75 X 0)/R TOTAL AREA - 9100 SF J08 N0. 11997 DRAIN FIELD SPECIFICATIONS AREA - 9105 SF LINEAL FOOTAGE - 4552.5 SF MINIMUN NUMBER OF SECTIONS - 5 AREA PER SECTION - A - 925 SF B-1540 SF C - 1960 SF D - 1110 SF E - 1460 SF F-2110 SF TRENCH WIDTH - 2 FEET LANDSCAPE WITH XERISCAPE GRASS PVC :NT PIPE JG CING TYPICAL FIELD CROSS-SECTION TYPICAL DETAIL OF DISTRIBUTION VALVES - N.T.S. 2" PVC LINE FROM PUMP CHAMBER 2" PVC LINES TO SECTIONS THE DISTRIBUTION VALVES CONTROL FLOW OF EFFLUENT TO EACH SECTION OF THE FIELD. WE RECOMMEND THAT ONE SECTION OF THE FIELD BE CLOSED AT ALL TIMES TO ALLOW DRYING OF SEGMENTS OF THE FIELD TO EXTEND THE LIFE OF THE FIELD. THIS CAN BE ACCOMPUSHED BY SEQUENTIALLY ROTATING THE VALVES EVERY YEAR. TREATMENT UNIT SPECIFICATIONS TOTAL CAPACITY - 1.75 X 0 X (30 HOURS/24 HOURS) = 2844 GALLONS RECOMMENDATIONS - 2000 -GALLON SINGLE -COMPARTMENT SEPTIC TANK TO BE FOLLOWED BY 1500 -GALLON SINGLE -COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A PUMP IN A BIOTUBE VAULT ALARM AND CONTROL PANEL TO BE LOCATED AT OWNER'S REQUEST TWO RISERS FOR TANK ACCESS DRAINBACK TO TANK AND FIELD PUMP SHOULD BE SET AT 200 GALLON DOSE PUMP SPECIFiCA7ONS - SHALLOW TRENCH DETAILS FIGURE 3 FINAL PLACEMENT AND QUANTITY OF TREE PLANTINGS • 2,53 ACRES ARE SUBJECT TO LEACH FIELD CONDITIONS LOT R-7, STARWOOD VILLAGE PITKIN COUNTY, COLORADO SF OF DRIP IRRIGATION FIELD `---A- -SECTIONS ONE 2000 -GALLON SINGLE-COMPARTME CONCRETE SEPTIC -TANK TO. BE FOLLO 1 P _ PROFILE - 2 1500 -GALLON SINGLE-CaMP.ARTMENT F CONCRETE SEPTIC TANK WITHy'1JMP Ii` VAULT -, r • 4 s 960 S.. �Nhc LAWN ,p`7��o0 77.25 •,-DO • a 79.75 mA_ e �1 DECK ABOVE...�.�� SITE PLAN AND PRTOSEDEVERGREEN WN PROPOSED GRD.NXOVERS SrBtl� :i CONTOURS Arra PEREWALS — PROVIDED BY _u �'----mss _`—� -- • GREG MOSIAN _ t i \ 46" NEIGHBORS HOME 5 ' OT LINE UTILYPICALITY '-L' BO;t pER RETAINING WA JOB NO. 11997 r .►� j �, LAWN LAWN i . LAM o � Y• 210.^Ni c`w V-8' 8011JER 80' :VAN NG WALL WI PA rvV CL`: 0 ORIVE'W-Vk BUCHANN Jam, ��•rt? T.i QF FtVitmEH� SITE PLAN, LOCATION OF PERCOLATION HOLES, AND LOCATION OF PROPOSED DRIP IRRIGATION SYSTEM NATWE GRASS SCALE "=30' ASPHALT DRIVE W/CONCRETE EDGE ASSESS 00-1ENTATIO\ (Wt RECEM, LI:WHT FIXTURE) FIGURE 2 2.53 ACRES LOT R-7, STARWOOD VILLAGE PITKIN COUNTY, COLORADO MPEG ^. SCALE 1"=30 _f = BUCHANAN UK�vc v_.... SITE` PLAN AND LOCATION CSF PERCOLATION HOLES JOB NO. 11997 FIGURE I CHURCH & ASSOCIATES, INC. Effluent Pumping System Notes: 1. Install Pressure Relief Valve At High Point in Pump line. 2. Audible/Visual Alarm In building. Alarm Level 3 Inches Above On Float Level Of Tank To Be installed On Dedicated Circuit 3. 1500—Gallon Single—Comportment Pre—cast Concrete Septic Tank. 4. Risers to surface: two Slope Ground Away from Riser Inlet Tee Conduit Seal Conduit to — Control Panel Height Varies 18' Minimum Disclosure: The owners of Church & Associates, Inc. also own S.C.G. Enterprises, Inc. which distributes Orenco Systems Inc. products ^►I orenco Systems® InconvraWd Fiberglass Gasketed Lid with Stainless Steel Bolts SB4 PVC PVC Riser with Grommet(s) Splice Box (bond to tank adapter with recommended adhesive) V PVC Splice Box with Cord Grips Discharge Assembly Flexible Hose Effluent Discharge Tank Adapter (cast or bolted) Alamo Level Control Float 4 Assembly MFEPR On/Off4L:Redundant Off W/Alarm Check Valve (optional) Vault Inlet Ports Flow Inducer 1/8" Weep Hole Effluent Pump = ` Filter Cortridae + I Drain Port .i Biotubee Pump Vault Patents # 4,439,323 & 5,492,635 Foreign Patents Pending EDW—TD-3 © 1997, Orenco Systems, Inc. Rev. 1.0 (2/98) Job No. 11997 Figure 4 • CHURCH &Associates, Inc. 5/16/00 Pump System Design Criteria Project: Job No. 11997 250 Design Flow Rate 30.0 Distributing Valve Model (# of Zones) none "Available in 11 5\1 or 230V Lift to Distribution Point 30.0 feet Discharge Assembly Size 1.25 Transport Line Size 2.00 inches 200 Pipe Class/Schedule 40 Transport Length 100 feet Flow Meter none 'Add-on' Head Loss a 0 Friction Head Losses: P30 05 - 3 stage Head Loss in Transport Pipe 1.6 feet 150 Head Loss through Discharge Assembly 4.5 feet x Head Loss through Distributing Valve QO feet a Head Loss through Flow Meter 0.0 feet r Size Pump for: DESIGN FLOW RATE 30.0 0 a too TOTAL DYNAMIC HEAD 36.1 -50 0 0 P30 15 - 6 stage Effluent Pumps Curve PC3 "Available in 11 5\1 or 230V P30 07 - 4 stage IM MMhMh,=Ek a P30 05 - 3 stage . • 10 20 30 40 50 Net Discharge, GPM FIGURE 5 1 7 . ■ 2.53 ACRES LOT R-7, STARY PITKlN COUNTY 11'200 SF OF ETA FIELD IN 8 BEDS DRAIN FIELDS N FEET FROM PRC LINES AND 20 F HOUSE A JOB NO. 11997 55.bE LOCATION OF PROPOSED ETA OWS FIGURE 6 TYPICAL PLAN VIEW INLET LINE FROM PUMP CHAMBER 4 " ^w -i n-rrn nAQlkl AD C/111RIA1 MT TYPICAL CROSS-SECTION 20 1� CALCULATIONS AND SPECIFICATIONS 4' SCH 35 PERFORATED PVC PIPE INSTALLED LEVEL DESIGN CRITERIA STRUCTURE - 5 BEDROOM RESIDENCE GREATER THAN 6000 SF LOADING - 130 GPD PER PERSON TOTAL LOADING - 0 - 2275 GPD PERCOLATION RATE - 90 MPI AREA - SEE TABLE I AREA - 11,200 SF DRAIN FIELD SPECIFICATIONS NUMBER OF FIELDS - 8 DIMENSIONS A - 14' X 100' TOTAL AREA - 11200 SF GRAVEL - 1.5 INCH SAND - NO. 4 = 100% PASSING NO. 40 = 50% TO 55X PASSING NO. 200 = <15% PASSING TREATMENT UNIT SPECIFICATIONS TOTAL CAPACITY - 1.75 X Q (30 HOURS/24 HOURS) = 2544 GALLONS RECOMMENDATION - 2000 GALLON SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK TO BE FOLLOWED BY A 1250 SINGLE COMPARTMENT PRE -CAST CONCRETE SEPTIC TANK WITH A PUMP IN A BIOTUBE VAULT ALARM AND CONTROL PANEL TO BE LOCATED AT OWNER'S REQUEST TWO RISERS FOR TANK ACCESS DRAINBACK TO TANK AND FIELD PUMP SHOULD BE SET AT A 200 GALLON DOSE UPHILL DRAINAGE SEE FIGURE 4 FOR TANK DETAIL SWELL PUMP SPECIFICATIONS - 25 GPM AT 22.6 FEET HEAD NOTE: GRAVEL MAY BE CONTINOUS ON BOTTOM OR MOUNDED AROUND DISPERSAL PIPES ONLY WITH MINIMUM 4 INCHES OF GRAVEL COVER AROUND PIPES OR GRAVEL MAY BE REPLACED WITH CHAMBERS AND 4 INCH PERFORATED PIPE. PLEASE CONTACT OUR OFFICE IF A CHAMBER SYSTEM DESIGN !S DESIRED ETA - I E'_C --L-TAILS FIGURE JOB N0. 11997 r■1■r FLOW SPLITTER BASIN FOR GRAVITY FI INLI FINAL 4' PVC INFLUENT FROM DOSING TANK IELD #2 FIBERGLASS LID WITH STAINLESS STEEL _ rry---BOLTS &URETHANE GASKET, 18,.-_---- rrrI,- rrr'rrrr--rriifii rrrrrrt'___-:r I BBED PVC BASIN PVC DISCHARGE PIPE .4. I , EFFLUENT DISCHARGE, Ot MET ALL "SPEED LEVELER" JOB NO. 11997 FIGURE 8 Profile: - 1 TABLE 1 - PERCOLATION TEST RESULTS Lot R-7, STARWOOD VILLAGE DATE OF TEST: 4-18-00 PITKIN COUNTY, COLORADO fnnf elncrrinfinn 0-6" Topsoil, Root Zone 6"- 8' Clay, sandy, silty, with gravelly lenses, stiff, moist, brown NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION AVG. HOLE DEPTH TIME DEPTH DEPTH CHANGE INTERVAL HOLE NUMBER OF HOLE, INTERVAL START, END, (INCHES) PERC PERC. (INCHES) (MINUTES) (INCHES) (INCHES) RATE (MPI) RATE, (MPI1 1 34 30 3.00 6.25 3.25 8 60 30 30 6.25 9.25 3.00 10 30 5.50 6.50 30 2.50 7.00 4.50 7 3.50 5.50 2.00 30 7.00 10.00 3.00 10 0.63 48 30 3.25 6.25 3.00 10 30 30 30 6.25 9.25 3.00 10 10 2 29 30 6.50 7.00 0.50 60 60 60 30 2.75 5.50 2.75 11 30 5.50 6.50 0.63 48 30 4.50 4.63 0.13 240 30 3.50 5.50 2.00 15 240 30 5.50 6.50 0.63 48 30 6.50 7.50 1.00 30 30 3 33 30 2.75 3.00 0.25 120 30 3.00 3.50 0.50 60 30 3.50 4.13 0.63 48 30 4.13 450 0.38 80 30 4.50 4.63 0.13 240 30 4.63 4.75 0.13 240 240 NUMBER OF;HOLES;- 6 AVG PERCiJLATION RATE (MPI); 72 Job No. 1190 Profile -2 TABLE 1 - (cont) PERCOLATION TEST RESULTS Lo R-7, STARWOOD VILLAGE DATE OF TEST: 4-18-00 PITKIN COUNTY, COLORADO teet description 0-6" Topsoil, Root Zone 67--6 Clay, sandy, silty, with gravelly lenses, stiff, moist, brown NO GROUND WATER WAS ENCOUNTERED WICHIN THE EXCAVATION AVG. HOLE DEPTH TIME DEPTH DEPTH CHANGE INTERVAL HOLE NUMBER OF HOLE, INTERVAL START, END, (INCHES) PERC PERC. (INCHES) (MINUTES) (INCHES) (INCHES) RATE (MPI) RATE, IMPl) 4 32 30 2.75 3.00 0.25 120 10 30 30 3.00 3.50 0.50 60 1.00 30 5.50 7.00 1.50 30 3.50 4.13 0.67 44 30 3.00 5.50 2.50 12 30 4.13 4.50 0.38 80 5.50 7.25 1.75 17 30 4.50 4.75 0.25 120 j 30 1 30 30 4.75 5.00 0.25 120 120 5 32 30 6.50 7.50 1.00 30 3.00 10 30 2.50 5.50 3.00 10 30 5.75 6.75 1.00 30 5.50 7.00 1.50 20 2.25 13 30 3.00 5.50 2.50 12 30 30 5.50 7.25 1.75 17 30 7.25 8.25 1.00 j 30 1 30 6 33 30 5.75 7.75 2.00 15 30 2.75 5.75 3.00 10 30 5.75 6.75 1.00 30 30 5.75 6.75 1.00 30 30 3.50 5.75 2.25 13 30 5.75 6.75 1.00 30 30 NUMBER OF HOLES 6 AVG:PERCOLATION RATE (KIP)). `72 Job No. 11997 TABLE Il: WATER BUDGET ANALYSIS OWNER YEAGER RESIDENCE SUBDIVISIO STARWOOD JOB NO. 11997 SUBSURFACE: CLIENT I.UECK ABSORPTION TO EVAPORATION RATIO LOADING = 130 NUMBER OF BEDROOMS = 5 FIELD AREA 12000 SQUARE FEET INFLOW MONTii FIELD AREA FEB MAR APR MAY JUNE JULY AUG SEP ABSORPT GAL PER BEDROOMS LOADING PRECIP. RUNOFF, 25%1', T PRECIP. ArET PRECIP. TOTAL LOAD 0.050 0.030 0.018 BEDROOM REQUIRED GALLONS INCHES INCHES INCHES GALLONS GALLONS OCT 8060 5 40300 5.1 1.275 3.825 28382 68682 NOV 7800 5 39000 4.3 1.075 3.225 2+930 62930 DEC 8060 5 40300 3.1 0.775 2.325 17252 57552 JAN 8060 5 40300 2.97 0.743 2.228 16528 56828 FEB 7280 5 36400 4,07 1.018 3.053 22650 59050 MAR 8060 5 40300 5.53 1.383 4.148 30774 71074 APR 7800 5 39000 3.8 0.950 2.850 21147 60147 MAY 7800 5 39000 3.08 0.770 2.310 17140 56140 JUN 7800 5 39000 2.53 0.633 1.898 14079 53079 JUL 8060 5 40300 3.2 0.800 2.400 17808 58108 AUG 8060 5 40300 2,45 0.613 1.838 13634 53934 SEP 7800 5 39000 5.08 1.270 3.810 28270 67270 TOT 94640 473200 45.21 11.303 33.908 251594 724794 Resources 1. _Absorption data from percolation test. 2. Precipitataion and evaporation data from Cit\ of Aspen Water Department National Weather Service Station 1SW-050372-2 GALLONS PER DAY PER PERSON ABSORPTION TO EVAPORATION RATIO MONTii FIELD AREA FEB MAR APR MAY JUNE JULY AUG SEP ABSORPT 0.15 0.15 0.15 12000 SQUARE FEET 0.15 0.15 0.15 0.15 0.15 OUTFLOW EVAPORA 0.050 0.030 0.018 0.005 0.013 0.045 REQUIRED THEORETICAL 0.090 ABSORPTION ET ETA ETA STORAGE STORAGE,GAL GPD/SF GPD/SF GPD/SF GALLONS GALLONS 33555 • 0.15 0.050 0.2 74400 5719 39304 0.15 0.030 0.18 64800 1871 41174 0.15 0.018 0.168 62496 4944 46119 ' 0.15 0.005 0.155 57660 832 46950 •' 0.15 0.013 0.163 54768 4282 42669 ' 0.15 0.045 0.195 72540 1466 44134 0.15 0.070 0.22 79200 19053 63187 • 0.15 0.085 0.235 87420 31280 94467 ' 0.15 0.110 0.26 93600 40521 134988 • 0.15 0.120 0.27 100440 42332 177320 • 0.15 0.110 0.26 96720 42786 220106 ' 0.15 0.090 0.24 86400 19130 239235 1.8 0.746 2.546 930444 205650 ' THEORETICAL STORAGE GREATER THAN REQUIRED STORAGE •• THEORETICAL STORAGE LESS TITAN REQUIRED STORAGE ,t if ABSORPTION TO EVAPORATION RATIO MONTii OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEP ABSORPT 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 EVAPORA 0.050 0.030 0.018 0.005 0.013 0.045 0.070 0.085 0.110 0.120 0.110 0.090 RATIO 3.000 5.000 8.333 30.000 11.538 3.333 2.143 1.765 1.364 1.250 L364 1.667 ,t if NATURAL GRADE - °d r, Z O RETAINING 'llli�ll Iillii SECTION AT LINE AA \� PKq 20'-0' SET BACK` T` \ \ \ -77 w NeE It C31K200 o I I EMCWNTT.SS4< \\Cz W I I \•\ � aox Pv ccu.�\°i\ FAMILY�7ROOM \-\•�� GARAGI ROUN&ABOUT SLOPE 88 \ \ I OL 99% 95% IIJ%- NJ% I1.8% IIJ% 937. 0% y --102 1 ji\ x_16 I' sa 88 90 92 94 96 99 100 102 roe DRIVEWAY SECTION �! I NATURAL GRADE - °d r, Z O RETAINING 'llli�ll Iillii SECTION AT LINE AA -T- nsL zs� DITCH 15 \ ° CULVERTEO '\ \� PKq 20'-0' SET BACK` T` \ \ \ -77 NeE It C31K200 \ e EMCWNTT.SS4< \\Cz \•\ � aox Pv ccu.�\°i\ -T- nsL zs� DITCH 15 \ ° CULVERTEO '\ ` 20'-0' SET BACK` T` \ \ \ -77 NeE It Z A \ \ \ \ \—\�\ \ \-`s`o ^I, FAMILY�7ROOM \-\•�� GARAGI EXISTIMS 9EYC 88 \ \ AUTO COURT r \ \ 87.5 \ y ji\ 5'�OT LI NE I �UTILITY )-jyy GY)NCRETE RETA/NlALL- �•W/• T EASEMENTYFNCIll L ,tom% J 1-0�t` 301-V SEF BACK --.–I-1 / 5-8' �NCRETE RETAIN WALL IPE . — P.NEAW1 E 35 ,00. Pour / [� T. B M 0' I SITE PLAN I 1"- 30' .T we "o 20' 61"29" RE 4 SET BACK 4-6 CONCRETE RETAINING WALL DRNEWAY,N% SLOPE DRAWING srm nm M NO. 9926 DAh 3-6-20IX SHEET NO. A1.1 SHEET OF I:-awmxxl ,— awrvxee ARCHITECTURAAABBREVIATIONS L. J. LINDAUER INC. 610 E. HYMAN AVE, 802 ROOD AVENUE GENERAL NOTES AFF ABOVE FIISNED FLOOR EW EACH WAY a LIGHT SECT SECT" L ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE aCCOUS ACOUSTICAL ELECT ELECTRICAL WIT MANUFACTURER SEW SEWER CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS, ACO AWWA, AMD" EC ELECTRICAL CONTRACTOR MAIL MATERIAL SHT SHEET 15000SF FOR CO"suTRU ADI ADUCENT EL ELEVATION MO MASONRY OPENING SVF SHEET VINYL FLOORING 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON AOCR AGGREGATE ENAR ENGINEER MTL METAL SHLV $HELV ESI MNG THE SITE ALT AL TERRA TE EO EQUAL MAX MAXIA" SIM SIMILAR CLASS BLOCK FINISH ALUM ALUTAM EXG EXISTING MECH MECHANICAL SL SLIMG 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A APPD APPROVED EJ EXPANSION JOWT Mc MECHANICAL CONTRACTOR STC SOU D-TRANSWSSNM' CLASS DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING APPROX APPROX#AATE EXP EXPOSED NED MEDIC INE1 IAL) SPEC SPECFICAnON CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. ARCH ARCHITECT II,WALI EXT EXTERIOR MHN MMANUM So SQUARE 3,083 SF FAMILY ROOM 251 SF ASAP AS SOON AS POSSIBLE ro FACE of MSC MISCELLANEOUS SF SOUARE FEET 4. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE Sm BASEBOARD RADIATION FW TRISH NOM NOANAL SS STAINLESS STEEL FINISHED AREA PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A BM BEAM FP FIREPROOF NIc NOT IN CONTRACT STV STANDARD j-�A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS, BRG BEARNG FPL FIREPLACE NA NOT APPLICABLE Sn STEEL BFT BELOW F09SWD FLOOR FIXT FIXTURE NTS NOT TO SCALE STRUCT STRUCTURAL 5 THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. BET BETWEEN TER FLOOR OC ON CENTER SUB SUTSnTVTE SwPL SUPPLEMENT 6. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS EQUIPMENT EACH BLK BSMT BLOCK BASEMENT FD FT FLOOR DRAW FOOT, FEET OPO OPP OPENM6 OPPOSITE SAS SURFACED FOUR SIDES SUB -CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR HIS/HER WORK SHALL REMOVE ALL TRASH AND BTU BRITISH THERMAL UITISI FTO FOOTING ORN ORNAMENTAL $USP SUSPEW fEw DEBRIS AS OF RESULT OF HIS/HER OPERATION, BO BOARD FIN FOWA77ON OPH OPPOSITE HAW TEL TELEPHONE BS BOTH SIDES FURN FURNISH 00 OUTSIDE DIAMETER TV TELEVISION 7. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE Bo BOTTOM OF DAL BALLON PER PARnTION TEMP TEMPERED AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. BLDG SULDRO 6A GAUGE a PENNY WAGS, ECT.) TING THICK CAB CABINET DLV OALWNIZED PERF PeWORATEIDI TILT TOILET 8. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY BE REQUIRED CL, CL CENTER LWE oc GENERAL CONTRACTOR PLAST PLASTER Teo TONGUE AND GROOVE TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY UCG CE&NG BE CLASS, GLAZED PLAS PLASTIC TOO TOP AND BOTTOM CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY OTHER PART OF IT. ALL CER CERAMIC OR GRADE PL PLATE TO TOP OF PATCHNG, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK CLR CLEAR OYP GYPSUM PLEX PLEXRx.ASS T TREAD SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, a CLOSET on GYPSUM WALLBOARD PLUS PtUums TYP TYPICAL MATCH SURROUNDING SIMILAR SURFACES. CLD CLOTHES DRYER FOUR HARDWARE PLY PLYWOOD UG UNDERGROUND CLW aones WASHER HID HEAD PROD PROJECT DRG. UNGLAZED 9. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL COL COLUMN HVAC HEATING, VENTING. AND PROP PROPERTY UMFIN UNFINISHED THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN CONC CONCRETE AR COWTIONPIG 07 WORRY 7&E UNO UNLESS NOTED OTHERWISE ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND SAMPLES. CJ CONSTRUCTION JfMIT HORIZ HORIZONTAL OTY QUANTITY U.O.N INI.ESS OTHERWISE NOTED CONT CONTINUOUS HP HORSE POWER R RADIUS UBC (INFORM 801,L06 CODE 10 DIMENSIONS: COORD 100RDWATE HWH NOT WATER HEATER RD ROOF DRAM VS VERIFY IN FIELD A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS. CTR COUNTER HT HEIGHT RM ROOM VERT VERTICAL B. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. C/S COUNTER SNAP INCL MaUCf IO HMW RS ROUGH SAWN VCT VINYL COMPOSITION nLE C. EXTERIOR STUDS ARE 2x6 UNLESS NOTED OTHERWISE. CF CU91C FEET MED WOR61ATWM RCB RESILIENT COVE BASE V VOLT INTERIOR STUDS ARE 2x4 UNLESS NOTED OTHERWISE. CP DAMPROOFING MSP INSPECTOR, INSPECTION RW RETAINING WALL WH WATER (EATER DEPT DEPARTMENT ID INSIDE DIAMETER RET REFER INC WATER CLOSET II. CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL On OETAL INSU& MSaATION REFR REFRIGERATOR WP WATERPROOF UMTS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. DIA, 0 DIAMETER MT INTERIOR NEW REWFORCE I DI WT WEOWT ON DIMENSION JT JOINT REBAR REMFORLW6 BAR 151 WIVE WELDED MME FABRIC 12. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE WINDOW OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING ON DISHWASHER icy AWTION RES& RESILIENT WDW OCCURS' DR DOWN KWH KILOWATT HOUR REDO REQUIRED W/ WITH LR DRAM LAB LABORATORY R RISER W/0 WITHOUT Dwo DRAWING LAM LAMINATE rol RD ROU6H OPENING WD WOOD 13. PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE BUILDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OB7'>tri7aG THE PERMITS FOR THE FIRE SPRINKLER SYSTEM. THE FIRE EA EACH LAV LAVATORY SAN SANITARY wxo WORKMO SPRINKLER SYSTEMS SHALL MEET THE RE,,iREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. 14. PROVIDE ALL ACCESS PANELS AS REOUiR"✓ BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION. ARCHITECTURAL SYMBOLS SYMBOL LEGEND - 98.2 SPOT ELEVATION 4- T83 TEST BORING t2D'i -M'Yo TOP OF ELEVATION 1' (,-NEW CONTOUR �- - EXISTING CONTOUR CENTER LINE HIDDEN LAE -- _ - SETBACK UNE -�i--- BREAK L]NE PROPERTY LINE DETAL NLWBER Ala SHEEI DiMl1M �- BULDNG SECTION C _ A3.3 Z SHEET NUMBER 2 WALL SECTION A•u - SHEET NUMBER XUCH EN k --ROOM NAME ROOM NUMBER M EXTERIOR ELEVATION SHEET NUMBER t\ / REVISIONS KEYNOTE WINDOW TYPE MATCH LINE o DOOR TYPE 2 E._"�.. tr---� PROJECT NORTH - NTEAKX;ELEYATKN(S) i 6 A6J 3 : SHEET NUMBER ��/' TRUE NORTH A PROJECT DIRECTORY ARCHITECT STRUCTURAL ENGINEER CHARLES CUNNIFFE ARCH. L. J. LINDAUER INC. 610 E. HYMAN AVE, 802 ROOD AVENUE ASPEN, COLORADO 8161( GRAND JUNCTION, COLORADO TELE: (970) 925-5590 TELE: (970) 241-0900 FAX: (9701 925-5076 FAX: (970) 243-2430 bertb,®cunniffe.com Ijljeffogj,net CONTRACTOR PIONEER CONSTRUCTION P.O. BOX 301 ASPEN. COLORADO 81612 TELE: (970( 925-7046 FAX: 1970) 925-1917 pioneerBsopris.net 4HEET INDEX 41 ARCHITECTURAL COVER SHEET AOJ GENERAL INFORMATION/ABBREVIATIONS Ali SITE PLAN A2.1 LOWER AND MAIN LEVEL FLOOR PLANS - 1/8 42.1a LOWER LEVEL FLOOR PLAN - WEST SIDE - 1/4 A2.Ib LOWER LEVEL FLOOR PLAN - EAST SIDE - I14 "=1'-0" A2.2o MAIN LEVEL FLOOR PLAN - WEST SIDE - 1/4 A2.2b MAIN LEVEL FLOOR PLAN - EAST SIDE - 1/4 A2.3o ROOF PLAN - WEST SIDE - 1/4 42 3b ROOF PLAN - EAST SIDE - /4 "=1'-0" A 3.1 SITE ELEVATION - I"=10' 43.1a SOUTH. ELEVATION - WEST SIDE - 1/4 43.Ib SOUTH ELEVATION - EAST SIDE - 1/4 "=t'-0" A3.2 WEST e EAST ELEVATIONS - 1/4 A 3.3 NORTH ELEVATION - 1/4 "_P -O" A4.1 BUILDING SECTION A A4.2 BUILDING SECTION B A 4.3 BUILDING SECTION C 44.4 BUILDING SECTION 0 A45 BUILDING SECTION E 44.6 BUILDING SECTION F A4.7 BUILDING SECTION G A5,1 ROOF 8 WALL DETAILS A5.2 ROOF DETAILS AIO.1 WINDOW SCHEDULE SI STRUCTURAL 52 STRUCTURAL S3 STRUCTURAL S4 STRUCTURAL S5 STRUCTURAL S6 STRUCTURAL S7 STRUCTURAL S8 STRUCTURAL 59 STRUCTURAL SIO STRUCTURAL VICINITY MAP CODE ANALYSIS APPLICABLE CODES 1966 U.B.C. AND ANY REQUIREMENTS BY THE ASPEN/PIKER COUNTY BUILDING DEPARTMENT ZONING INFORMATION: ZONING R-30 HEIGHT LIMIT. 28'-0' MASONRY INSULATION LANDSCAPE ARCHITECT MECHANICAL ENGINEER GEOTECHNICAL ENG. FRONT YARD SETBACK 30FT DRAWING CONCRETE BLOCKmm BATT GREG MOZIAN AND ASSOCIATES PACIFIC SHEETMETAL INC. HEPWORTH-PAWLAK GEOTECHNICAL INC. SIDE YARD SETBACK 2OFT PRW, i,'ASS PRII'S'T GENERAL - 177 SOUTH SPRING 0794 INDUSTRY PLACE 5020 ROAD 154 NOT TO BE USED INFORMA71ON SUITE 301 CARBONDALE, CO 81623. GLENWOOD SPRINGS, CO. 81601 ALLOWABLE FLOOR AREA 15000SF FOR CO"suTRU I BRICK FM ASPEN, COLORADO 81611 TELE: (9701 925-8963 TELE: 19701 963-6563 FAX: (9701 963.6564 TELE: 1970) 945-7988 FAX: 1970) 945-8454 FLOOR AREA RATIO ,." DATE -3• 6 - �T7�-77T STOP FAX: f9701 927-2197 Psm,6sopris.net - gmadrot.net JOB NO. 9926 CLASS BLOCK FINISH SQUARE FOOTAGE DATE 3.62000 UNFINISHED FLOOR AREA THIRD FLOOR FINISHED FLOOR AREA METAL ROUGH SHEET NO. 1,750 SF BASEMENT 1,163 SF MASTER BEDROOM SUITE STEEL BLOCKING 3,083 SF FAMILY ROOM 251 SF HOME OFFICE 1,074 SF GARAGE CYU LAAt SECOND FLOOR FINISHED FLOOR AREA 4,989 SF FINISHED AREA o.1 PLYWOOD 165 SF LAUNDRY 5,907 SF UNFINISHED AREA j-�A 3,410 SF SECOND FLOOR 10,896 SF TOTAL SHEET OF ®00IMIOWONABpAM1f AIQIWCIS • c / PLAN NO. 9926 DAiE 3.6.2000 SHEEr NO. A2.2 SHEEP 2 OF 9 ®OVRSRc ABc"MtNIHIICR FIRST FLOOR PLAN IN . T -V GENERAL PLAN NOTES 1 ALL MWENSIONS ARE TO EXTERIOR FACE OF CONCRETE OR STUD OR TO CENTER OF INTERIOR STUD ONO. DRAWING FIRST FLOOR Z ALL EXTERIOR STUDS ARE 2X6 W. PUN ALL INTERIOR STUDS ARE ZX4 IWO. KEY PLAN IM NO. 9926 DATE 3-6r2MID SHEET NO. A2.1 SHEET i OF 9 CCM" 9CINIOBO"@RANOIRL71 SECOND FLOOR PLAN w 1 V Q � LU LL U- �O N 81 W Q � Z Vuj �o V Z Q 0 0 rA QO N � 0 Z F. W � oCL W GENERAL PLAN NOTES L ALL DIMENSIONS ARE TO EXTERNM FACE OF CONCRETE OR STUD OR TO CENTER OF STERIOR STUD UNO. DRAWING FLOC+R 2 ALL EXTERIOR STUDS ARE 2X6 WO.SECOND ALL NITERNM STUDS ARE 20 UNO. PUN IM KEY PLAN NO. 9926 DATE 3.62000 SHEET NO. A2.2 MM.Lo—, DF 9 ®ORII�ROIQp6 CM�IE N W IBL'R DATE 3-6-2000 THIRD FLOOR PLAN SHEET NO. A2.3 Ug -,-w SHEET 3 OF 9 ®aorenrtaueaLu�AMoaern NO. 9926 DATE 3-b2000 I i' SHEET NO. A2.5 SHEET 5 OF 9 ®anvorowesoA "Iuomm � GENERAL PLAN NOTES v flit OR STUD OR TO CENTER OF INTERIOR STUD UNO. DRAWING FAMILY ROOM Vce ALL INTERIOR STUDS ARE 2X4 M 7 N w W Y !� 4 N pp� SHEET NO. A2.6 ;2 Wce Q� 3 8888 V V Z W oo Q W �o CieNO C4 Lw t Z W Q W GENERAL PLAN NOTES I. ALL DIMENSIONS ARE TO EXTERIOR FACE OF CONCRETE OR STUD OR TO CENTER OF INTERIOR STUD UNO. DRAWING FAMILY ROOM 2 ALL EXTERIOR STUDS ARE 2X6 ONO. ALL INTERIOR STUDS ARE 2X4 M PIAN KEY PLAN PB NO. 9926 DATE 3 62000 SHEET NO. A2.6 SHEET 6 OF 9 ®mrraortaxeaoAaa�auna�s \♦ \\ /// /'/ F WGN PONT / \ :.\ : {' EL=BB-0' a ems+ ce- LU LL Rm f1 8 a� W �r� o V �o v W 00 (Q "� J O C u �U �Z tn `I W Q) O Q `W r GENERAL PLAN NOTES I. ALL MENSIONS ARE TO EXTERIOR FACE OF CONCRETE OR STW OR TO CENTER OF INTERIOR S1I0 ONO. DRAWING 2. ALL EXTERIOR STUDS ARE 2X6 M. ENTRY & GREAT ROOM ALL 91TERIOR STUDS ARE 2X4 UNO. KEY PLAN PUN JOB NO. 9926 DATE 382000 � SHEET NO. A2.7 SHEET 7 OF 9 1/4' - r-0' ®OOMIMC ANBCLMM M 15 -� � va � f-0' HOME OFFICE PLAN - ` ` NQ s I � 1 3 u4 - t-o� a a � — _ .l V! • t-0' 3 A3.2 35 2" a'-0- i UA4,2 SHEET NO. A2.8 eGUEST SUITE PLAN SHEET 8 OF 9 A3.2 44.2 V4 � T-0' ®aorreortowaaWartAnaa�s \/ GENERAL PLAN NOTES N cen LN. e. a <� ce �z� V V LLJ 0 0 O W �o cAe iO �z W V °¢ W 1. ALL MWN90NS ARE TO EXTERIOR FACE OF CONCRETE OR STUD OR TO CENTER OF RITERIOR STUD UNI. DRAWING SOUTH WING 2. ALL EXTERIOR STUDS ARE 2X6 UNO. PLANS ALL INTERIOR STUDS ARE 2X4 UNO. KEY PLAN )OB NO. 9926 DATE 3.6-2000 SHEET NO. A2.9 SHEET 9 OF 9 ®iai� =OVX80"*"AKMlM