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HomeMy WebLinkAboutpitkin.eh.264320300013 (2001)Pitkin County Environmental Health Department Perm for an Individual Sewage Disposal Si in 30 S. Galena St., Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 01061 Parcel ID # 2543-203-00-013 Type of permit New( x ) Repair( ) Addition to House( ) Name of Owner Chris Berry Street Address 2909 Juniper Hill Road Property legal description Tract 2, Aspen Ridge Size of lot 35 acres Total square footage of the house 5703 Water source Private well # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit na # of bedrooms in caretaker unit Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) Four bedrooms Permit information Designed by Church and Associates Mailing Address 4501 Wadsworth Blvd, Wheat Ridge, CO 80033 Perc rate 45 Profile hole depth 6 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1750 gallons Minimum Absorption area Comments 2 ft to bedrock Sand filter calcs Septic permit approved per compliance with the engineer design and specifications dated September 6, 2001. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The well must be at least 132 feet from the field. The sand must conform to Section 12-5 of the Pitkin County ISDS regulations and an invoice to document the sand material must be submitted. This system calls for one 2000 gallon single compartment tank with a dual effluent pumping system in a biotube vault in the second chamber. The basal area of the mound will be 1320 sqare feet. Two pressure distributed, mounded drain field beds using chambers with 2.5 feet of imported sand filter material should be installed. 6 inches of topsoil should be removed and replaced on top of the mound. Each bed must have 3 rows of 12 chambers for a total of 72 chambers, with a 6 foot separation between each bed. 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. Permit approved by: LI, V �. Q f ICU C Date: C) ) L 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 musta included with this pennit'before the final approval will be issued. Installer: i E�'Y���5��Y1 (Wi1r1 ��U Final inspection approval: N -11(f) 1 Or (C Date: i/!()((_�)_ �i01A n111kl J'_-nrl I C P, Permit # 01046 PitKin r'ounty Environmental Health Departmr^t Pern. or an Individual Sewage Disposal Sy m 130 S. Galena St., Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Parcel ID # 2643-203-00-013 Type of permit New( x ) Repair( ) Addition to House( ) Name of Owner Chris Bei Street Address 2909 Jun Property legal description Size of lot 35 acres Water source Private well # of bedrooms in house 4 Caretaker unit na # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address Hill Road Tract 2 Aspen Ridge Total square footage of the house 5703 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Six bedrooms Permit information Church and Associates 4501 Wadsworth Blvd, Wheat Ridge, CO 80033 Perc rate 45 Profile hole depth 6 ft Depth to groundwater or bedrock Minimum Septic tank capacity 2625 gallons Minimum Absorption area Comments 2 ft to bedrock Sand filter calcs Septic permit approved per compliance with the engineer design and specifications dated August 3, 2001. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The well must be at least 188 feet from the field. The sand must conform to Section 12-5 of the Pitkin County ISDS regulations and an invoice to document the sand material must be submitted. This system calls for one 2000 gallon single compartment tank followed by a 1500 gallon two compartment tank with a dual effluent pumping system in a biotube vault in the second chamber. The basal area of the mound will be 3300 sqare feet. Two pressure distributed, mounded drain field beds using chambers with 2.5 feet of imported sand filter material should be installed. 6 inches of topsoil should be removed and replaced on top of the mound. Each bed must have 3 rows of 15 chambers for a total of 1395 sq ft, with a 6 foot separation between each bed. 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. Permit approved by: On,( ('A 9b) i�,P 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: Final inspection approval: Date: ASPEN/PITK*1 ENVIRONMENTAL HEALTH DEPA, . MENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 r Phone 970-920-5070/Fax 970-920-5074 Name of OWNER CAPS Owner's Mailing Address ZL3� Z Business Phone: �. - r Home Phone: - Primary Contact Person (all communication regarding this permit will go through this person) Name 1 TFI, i �K _ Company A' l-"7 F: irA� ^ Cwt Contact Mailing Address %- g�/ � i �-f — { Q, Fax : Business Phone: Cell Phone : . Parcel ID # (available from assessor's office at 920-5160 or at www.aspen.com//assessors Street address of property ►'l/ �C%n�l C� Legal Description: L-ei�� '7 ---,Block Filing Subdivision Size of lot: �)G acres. Type of proposed structure: 5 • Size o envelope: J-7� 7 Total square feet of house # of bedroo sin house # of offices, lofts & similar sized rooms in house Ti Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home,(;--,� Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well (){) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for 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 malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. Th wne sumes fp 11 responsibility in case of failure of the system. Signature of applican++ Date h Recei t # � ate -7 4C/ Received b l P G:\eh\isds\isdsapp\isdsapp.doc p PITKIN COUl ENVIRONMENTAL HEALTH91EPARTMENT SEPTIC SYSTEM APPLICATION CHECKLIST NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE INFORMATION BELOW IS INCLUDED. The soils test and system design must be done by a Registered Professional Engineer. You should plan to meet with the RPE at your site to discuss where the soils tests should be done to meet all of the County regulations and where you want to put your house. The RPE will be your contact for issues you want to discuss about your system's size and location. The RPE should check each box to indicate the following have been submi d before the application can be accepted. Completed application form T'G` Engineer design stamped by a RPE registered in the State of Colorado. (One set) Site map showing locations of, or stating that the following do not exist: all existing -and proposed wells within setback distances (including on surrounding properties), contour intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than 15%, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, ponds, water courses, streams, floodplain, floodways, dry gulches, or existing septic systems. This must include all such features on neighboring properties within setbacks. Complete building floor plans. Floor plans should be 11x17. (One set) Proof of adequate water supply: for private wells, recent well driller's u test ;�60dqunah m actually produced, well permit sho mal su n est s in - in ; for community systems, proof there is ade4tusTe water for all houses served by the system; for other systems, proof of adequate quality and number of gallons/minute. Well must be drilled before septic permit can be issued. Env. Health has been called to lo, at ro ile ho e EflPercolation tests (make sure to do lesser of 3 holes or one/1200 sq. ft. of field All ISDS Permit fees are $330. Tank only, fee $110. P e make check payable to: Pitkin County Environmental Health Department. Co unty approval (1041 approval, subdivision approval, etc.) Chec ing enve ope and no part of the system is more than 30" above grade. If both of these conditions are not met, you must obtain written approval from Community Development before submitting this application. A WAIVER IS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development Department or Environmental Health Department for further information. Aspen / Pitkin Environmental Health Department Contact Log Sheet Parcel ID#: Address: MOUJIM Person Spoken To Comments Action to be Taken WNW - �. iii. •ff ��L ! S .,fin ��M -- M-14 14641MIMU Lop III L�A KIM IM rlrlfi �1 ■ Ifs .� � ���_ - _ w �i■i� 1. -_ IJun 27 00 04:58a x CH & Rssocaties �ESi t�liS 3033-9321 7 wC at Assoc S%YCOL potciR c ru A CSL 170 -SOOW CAN '1sRovt-ZE p. 1 9 • CHURCH January 27, 2002 Matt Flink Construction, Inc. Attn: Matt Flink 191 Navajo Street Carbondale, Colorado 81623 Associates, Inc. ENGINEERS & GEOLOGISTS Subject: Installation Observation, Proposed Residence Tract 2, Twin Ridge Subdivision, Brush Creek Pitkin County, Colorado Job No. 12781W Mr. Flink, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on January 23, 2002. The system was designed under our Job No. 12781W, dated September 5, 2001. AiA The system includes the installation of one 2000 -gallon, two-compartment, precast concrete septic tank ��. with dual effluent pumps in a Biotube7m pump vault and two gravelless chamber -beds. Each bed has 3 rows of 12 chambers, with imported sand filter material, for a total infiltrative area of 1032 square feet. A gradation analysis of the filter material is included as Figure 2. The pump, alarm, and Biotub6m vault were in place at the time of our visit. The construction foreman, Scott with Condon Construction, may activate pumping system at his discretion. The components of the OWS were installed in conformance with our plans and specifications. If there are questions or if we may be of further service, please call. Sincerely, CHURCH and Associates, Inc. f; E ward O. Church, P.E. 1317 �s EOC/trp/erb 2 copies sent Copy to APEHD, Attn: Carla Block 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 E CHURCH & Associates, Inc. Engineers & Geologists Denver Colorado, 303-463-9317 Evergreen Colorado, 303-816-1455 Castle Rock, Colorado 303-660-4358 Gradation Test Results #200 #100 #50 #30 #16 #8 E #4 3/8" 3/4" 1-1/2" 3" DESCRIPTION: GRAVEL 1% SAND 99% FINES 0% MOISTURE 2.6% I In 11111011111111111111111111111 1 oil liiiiim_iilliiiililllillilill 110 - I loll mill DESCRIPTION: GRAVEL 1% SAND 99% FINES 0% MOISTURE 2.6% DATE: 1/27/02 JOB NAME: Berry Residence JOB NUMBER: 12781 HOLE / SAMPLE Stockpile DEPTH N/A LIQUID LIMIT N/A PLASTICITY INDEX N/A DRY DENSITY (pcf) N/A FIGURE 2 01/16/2002 11:58 LararSu Mth. Lab ui O . a cD Lr) 9709638013 CONDON CONSTR INC FAX NO. :9707044W4 PAGE 02 ASPEN/PITKIN ENVIxONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) 5700 (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House 4 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 800 State Review Required? no Perc Rate 45 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Absorption Area (=Q/5 X SQRT perc rate) A = 1878.2971 sq. ft. of absorption area required 121 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 1314.808 sq.ft. w/30% bed reduction 939.148551 sq.ft. w/ 50% trench reduction 85 gravelless chamber units 61 gravelless chamber units Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Printed on Recycled Paper Ll Engineer's Submittal for Septic Permit in Pitkin County Owner's Last Name: BERRY-DRZYNSKI Location: TRACT 2, TWIN RIDGE SUBDIVISION Summary of information regarding new septic system: Type of system being proposed: GRAVELLESS CHAMBERS Other treatment processes being used: EFFLUENT FILTER Does the system use any mechanical parts? (Prohibited unless there is no alternative)YES If yes, explain why there are no alternatives PUMPS REQUIRED TO PRESSURIZE DRAIN FIELD 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? YES If yes, what makes the lot and soil conditions optimal? GOOD PERCOLATION RATES AND PROPOSING CHAMBER -BEDS Which of the following are on the site or within setbacks? Closest distance of septic system to each feature n 100 year floodplain N/A [X] well(s) 132 FEET [] irrigation ditches N/A [] streams N/A [] ponds N/A other features What was the profile hole depth? 6 FEET What is the depth to groundwater? N A What is the depth to bedrock? 6 FEET 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.) If there are any variations from normal design, please explain how they can be demonstrated to improve treatment and protect water quality. NONE 0 ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT Owner's Name ISDS DESIGN CALCULATIONS � Z NSKI Parcel ID # House Size (sq. ft.)�(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 800 State Review Required? no Perc Rate 45 (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1400 Absorptior Area (A= Q/5 X SQRT) A = 1878 sq. ft. of absorption area required infiltrator units without reduction A maximum 50% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: GOOD SOIL CONDITIONS AND PROPOSING CHAMBER -BEDS 100 4 0 0 0 A = 1315 sq.ft with reduction (30% REDUCTION TAKEN -1320 SF OF BASAL AREA PROPOSED) infiltrator units with reduction Type of system: QAbsorption trenches []Absorption bed [X] Gravelless chambers aDry well []Seepage Pit 00ther Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 FINAL INSPECTION BY: _ DATE: CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS September 5, 2001 Matt Flink Construction, Inc. Attn: Matt Flink 191 Navajo Street Carbondale, Colorado 81623 Subject: Subsurface Investigation and Revised OWS Design, Proposed Berry-Drzynski Residence Tract 2, Aspen Ridge Subdivision, Brush Creek Pitkin County, Colorado Job No. 12781W Gentlemen: As requested, we have evaluated subsurface conditions at the site and designed a revised onsite wastewater system (OWS) for the proposed residence. The revision is based on a change in the number of bedrooms from our original report, dated August 3, 2000. All previous designs should be discarded to avoid confusion. Our firm investigated subsurface conditions on June 13, 2000. SITE CONDITIONS The property is located in a rural residential area in Pitkin County, where OWS are required. The proposed drain field area has 12-15% slopes to the northeast, and has a moderate cover of native grass and scrub oak. The residence will be served water by an onsite well, located 188+ feet from the proposed OWS. PROPOSED CONSTRUCTION The proposed residence will have a total of four bedrooms and a living area of less than 6000 SF. The OWS was sized based on 4 bedrooms and 800 Gallons Per Day (GPD) using Aspen/Pitkin Environmental Health Department (APEHD) loading of 100 gallons per day per person. The sewage loading with a peak factor of 1.75 is 1400 GPD. This loading includes washing machines and a garbage grinder. SUBSURFACE CONDITIONS A subsurface investigation was performed by digging one profile pit 6 feet deep and 4 percolation holes, 26 to 33 inches deep, at the locations indicated on Figure 1. Subsurface materials encountered in the profile pit consisted of 6 inches of root zone, underlain by sandy clay to 2 feet, underlain by fractured Mancos Shale to the maximum depth explored of 6 feet, where refusal was encountered. Percolation tests indicate percolation rates of 20 to 80 minutes per inch (MPI). The average rate is 45 MPI. Percolation data is presented in Table. 1. The basal area of the mound should be sized on a percolation rate of 45 MPI. 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 Subsurface 1 aigation and Revised OWS Design Job No. 12781 W Page 2 RECOMMENDATIONS The proposed OWS includes installation of a septic tank with a dual effluent pumping system, and two mound chamber -type drain fields with imported sand filter material at the locations presented on Figure 1. The OWS design is based on an average sewage load of 800 GPD, an application rate of 0.95 gals/SF/day to the top of the mound, and a percolation rate of 45 MPI at the base of the mound. The installation must include one 2000 -gallon, two-compartment, precast concrete septic tank with dual effluent pumps in a Biotub6m pump vault. Two pressure distributed, mounded drain field beds using chambers with 2.5 feet of imported sand filter material should be installed, as indicated on Figures 1 and 2. Six inches of topsoil should be removed and replaced on top of the mound to promote plant growth. The beds must have 3 rows of 12 chambers with 125 -inch PVC laterals suspended from the chambers, as indicated on Figure 2. The laterals should have 1/8 holes drilled on 3 -foot centers facing upward, with every fifth hole facing downward. The pump should be capable of a total flow rate of 34.2 gallons per minute, and a total dynamic head of 22.2 feet. Vehicle movement over the drain field bed area during construction should be kept at a minimum to prevent compaction of the receiving soils. The bottom of the bed 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 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 fields. 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 maintenance of the system. In the absence of a monitoring program, we recommend the septic tank be pumped every two years. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbiodegradable materials into the septic system. Garbage disposal use should be minimized. The backwash of a water softener may be harmful to the OWS. A separate drywell should be constructed for the backwash waste, if a softener is installed. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. LIMITATIONS An OWS design should be installed by a contractor who is experienced in its installation. Our investigation, layout, design and recommendations are based on data submitted. If subsurface conditions considerably different from those described in this report are encountered, we should be notified to evaluate the effect 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 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 APEHD ISDS regulations and requirements. Subsurface Ir `igation and Revised OWS Design Job No. 12781 W Page 3 If there are question or if we may be of further assistance, please call. The project engineer for this site is Tim Petz, Sincerely, CHURCH & Associates Inc , e 4 � --ZED' Edward O. Church, P.E. EOC/trp/erb 3 copies sent, via Priority Mail Pump Selection for a Pressurized System Minimum Flow Rate per Orifice 0.43 gpm Orifice Size 1/8 inches Residual Head at Last Orifice 5.0 feet Orifice Spacing 3.00 feet Number of Laterals per Cell 3 Lateral Length 75.0 feet Lateral Line Size 1.25 inches Lateral Pipe Class/Schedule 40 Distributing Valve Model None Manifold Length 6.0 feet Manifold Line Size 2.00 inches Manifold Pipe Class/Schedule 40 Lift to Manifold 5.0 feet Transport Length 290.0 feet Transport Line Size 2.00 inches Transport Pipe Class/Schedule 40 Discharge Assembly Size 1.25 inches Flow Meter None inches 'Add-on' Friction Losses 0.0 feet Minimum Flow Rate per Orifice 0.43 gpm Number of Orifices per Zone 78 Total Actual Flow Rate 34.2 gpm Number of Lines per Zone 3 % Flow Differential 1 st and Last Orifice 4.7 % Lift to Manifold 5.0 feet Residual Head at Last Orifice 5.0 feet Head Loss in Laterals 0.5 feet Head Loss Through Distributing Valve 0.0 feet Head Loss in Manifold 0.0 feet Head Loss in Transport Pipe 5.8 feet Head Loss Through Discharge 5.8 feet Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 0.0 feet Total Flow Rate 34.2 gpm TDH 22.2 feet �i 240 2 1 10 !i 12 Job No. 12781W Figure 4 10 20 30 40 50 Net Discharge, gpm Orenco Systen Incorporated 814 AIRWAY AVENUE SUTHERLIN,OREGON 97479-9012 • TELEPHONE: (5411459-4449 FACSIMILE: (541( 459-2884 a I Profile: TABLE 1 - PERCOLATION TEST RESULTS Tract 2, Twin Ridge Sub. Brush Creek DATE OF TEST: 6113/00 Pitkin County, Colorado feet descrintion 0-6" Sandy root zone, light brown 6"-2' Clay, sandy, stiff, moist; brown/grey 2'-6' Bedrock, fractured mancos shale, very hard, moist, grey 6' Refusal NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION DEPTH TIME DEPTH DEPTH INTERVAL HOLE HOLE OF HOLE, INTERVAL START, END, CHANGE, FERC PERC. NUMBER (INCHES) (MINUTES) (INCHES) (INCHES) (INCHES) RATE (MPI) RATE, 3 26 20 1.75 3.50 1.75 11 20 3.50 5.00 1.50 13 20 5.00 6.00 1.00 20 20 2.00 2.75 0.75 27 20 2.75 3.25 0.50 40 20 3.25 3.75 0.50 40 40 Job No.12781 W Profile: TABLE 1 - (CONT) PERCOLATION TEST RESULTS Tract 2, Twin Ridge Sub. Brush Creek DATE OF TEST: 6113/00 Pitkin County, Colorado feet description 6-6' ISandy root zone, light brown 6"-2" lClay, sandy, stiff, moist, brown/grey Z-6 Bedrock, fractured mancos shale, very hard, moist, grey 6' lRefusal NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION HOLE DEPTH TIME DEPTH DEPTH CHANGE, INTERVAL HOLE NUMBER OF HOLE, INTERVAL START, END, PERC PERC. (INCHES) (MINUTES) (INCHES) (INCHES) (INCHES) RATE (MPI) RATE, (MP11 Job No. 12781 W May 30 01 07:25p Christopher Berry 212 787 3573 p_p DEC -1410 THU 9:47 A)r9 ;HF1© DR1LLIPIG U FAX SIO, 97000N f WELL CONSTRUCTION AND TEST REPORT FOR OFFICE USE ONLY STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 1. LL PERMIT NUBER MH -38071 M 2.Owner Name(s) Sierra Pacific, LLC Mailing Arir/rocc 9(. Irhn flkcrxe P (1 RnY SnAi City, St. Zip Aspen, Co. 81612 Ione ( ) _ _ APPROVAL NGVVS31-91-03 3. - TI NNZ DRILL DSE 1/4 NW 1/4 Sec 16 Twp 07S Range 87W -DISTANCES FROM SEC. LINES ft. from Sec line and ft. from Sec. line. OR SUBDIVISION . LOT BLOCK FILING(UNIT) 7R_ EET ADDRESS AT WELL LOCATION OUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED 04/25/00 TOTAL DEPTH 663 R. DEPTH COMPLETED 643 ft. 5, GEOLOGIC LOG: 6. HOLE DIAM. lin) FROM (Ql— TO (0) Type of Material (Size, Color, and Type) 9.0 0 27 20 Volcanic Rocks, Clays 6.5 27 643 5 643 663 --------- -- -- Vo�anics - - - --- 7. PLAIN CASING _-- —` 00 (in) Kind Walt Size From (ft) To (ft) -- - - - 7.0 Steel 0.240 -1 27 5.5 Steel 0.188 17 563 - -- PERF CASING : Screen Slot Size -- ---- -- ---^ -- 5.5 Steel - -188 563 643 - --- - --- - -- — - - 8. Filter Pack 9 Packer Placement Material: Type 7 WATER LOCATED 550 + Size . Depth Interval: REMARKS 10. GROUTING RECORD Material Amowt Density Inlarval piarernent cement 3 sks 16 gal 7-27 poured Amt Used : 3 oz- i 1::SINFECTION : Type HTH 12; -'WELL TEST DATA I I 1 Check Box If Test Data is Submitted On Supplemental Form. --ffSTING METHOD: Air Compressor 510 ft. Date(Time Measured 04/25/2000 Production Rate : 10 Spm• 'Static Level : Total ft, Date/Time Measured 04/25/2000 Test Length 2 hrs. umpx� Level Rem arks _ w s.abn za a toa !t I(•1 cRs. e» m.ia�a of aw .i.!«n.nm c«dsa,w ana tat pey+e trrr eo eery (ice 13. � ti�du,.� :..�i�mas..,a a �c�+se.w . � i mrsdtloeu.d Phone : (970) 927-4182 JfRACTOR Shelton DrilVin Corp. No 109S or Print Si Naii►e I Title (Please Type ) Date 05!10/00 �. ne Shelton i rrestvCrn - '01 07/19 THti 14:19 FAX F,4ar--[)7 DI 0 53P yu41111111Li� Horn 9705 5180_ P, Ou U S DETERMINATION OF THF 11E.AJO VC 017F1"It ('T' 1'"X.11N COUNTY. C 011-0 {AD0. GRANTING .vpPROVAI.OFT14E PARKER 1041 NAZAItII RTV1ENN', ('ONCEIII'U.4L St7B11.11SMON, SC'F.NIC OVERLAY AND RTDGFi,TS- E RFVIEMN ANO Sl'EC IAL REVIEW FOR A CARETAKER MELLINC UNIT Doerrninalion No. -'l108 )1FCITA1:ti .,kle:ci,a Parker(•'Applicam") lim., tipp!,cd to thcPitk.in County 11caring Uft;Lcr iM tba f0ll0Win& aFpri,+•als: A. 1041 Hniard kevitzw approval tO ettiurge the pre:, ikajsly approved building envplope: l;. 1041 1 laz<ird R uvietiv approval to a tabl ish n (lcvelcipmani cnv:lope fora .L:pt Ic -ynrrn: C'_ 1041 H arard Review mpproval W c:tabi ish a develcprncnl envelope far :klc c:nnstructiOn ()I'll bitrn and maclaker dwelling, u; iti 1) Slnecirll Rcvicw fora Caretaker Dwelling Unlit to be c.•n.�tructed m ithin n ham, and ti. 4cenic Overlay and Ridgehimv Review, i'ha sub;ec' parcel is loca(cd aDovC Brush Creek Village SubdivIN10n within a parcel created its part c:frhe Aspen Ridge Suhdivi ion refertv.d ions Tract 2, stud is bordurud by the CDty-1'l.,ltr Ridge Subdi+i�ion to. the cost. Cie Droste Pimeer Springs Ratich Subdivision to the South a►td I of 4, Axpen Ridge Subdiv,ti;0111 to the Feat; and i; more specif lcttlly described in P.xlilbit A, �. 1'lie prcap; rty !s aurtCd Alit -10" ?lie prk)pery conti;ins approw.im.ntciy 5 acres. �.. 4. •Phis application was mviem;d I)%, the Acar' ag Of7iccr at ad Lily noticed ;public h,;arit►g on Sept �lrther MM 1 tr. 30i1Q, at which time c� idertce: arid tescintony were py oicnctod with resp ct to this ttppliccf:ion. !' to NFM— ul j. The Hecnrittg Officer fnld., that thi,, appiiu,tion proposes development in the he,,;t potiSilie location, =t cos I, vcn the hazards idclttifi(ui Vu the Properi"v —_ a is 6. The 11c:nrir.g Ufftc16:r tics deatrntltnrd th;tt die lvopo:,rd earclako.r clu,elling I,init netts the; stiilidards esrnblishted '.n ;ectic,+4 3,170-, )(l(B) and : -210 of ill el,;lnd tlse Code k'17r ApPltcu+:t prcpt)vc� to de-vd � p 4, restrict ticc propomi caretaker dwelling unit. �a� a NOW Tii E:RCFUlzV, 13F IT It1'tiC)l 1'ZD by du Pitkin C'c+unty idear ng C)f: fc�r that it dons dD m �~ o it m hereby grant opm-OVAl tel the ptrrkc- lite I l Iaun d Rcvi_+v. C rncc tu;a.l Sohn iti..i mSec :ic 1:evtcK and m Ridwclinc Pani: it +% hind Speciul Review R,r a Caretttkv DwaiUng Unit, sul,ject to tax following, eondititim won .4 a t, hich shun rtlr with the land ane UcbinJing on all uocceisors ir, ultcceSt: �N ~ i� 7'ha ccatc:141ns of'this rcaluti:nn sl;sli saparsetiu all conditirats ccf applo�: al ctitrnl�slled in Hi.iC:(: Resol;lti;rn 44-: 15, '01 07/19 THU 14:19 FAX Mar- -nr• 01. ud_53P YUW 2 002/007 he-,rrn 91ugU 51i30 G.03 Re.Noireo:or X!) ..C_. 20fio PlIge Thr Applicanl.haii adhere to all rtutW hat rtpreuniutions made in the aippiican n, and public meetings. 7 Prior to submittal of airy building, pan -nit applivatiuns, the :Applicant bhall rtcuid ;t Z4 x 36 inch mylar 1041 Hazard Rev!. -w• Site Plan in ac_c.urdance to SeetiOn 5-70-040 ofthc i,and Use Cook. Tae SAL Plan shall also be siarmicted in a digital Formal. fur intepatiori into [lie C aunty G agraphic Information Sy:;teari (Cris 1. 4. Prior to recording of the ,iter plum, the barn env:-Iupe stiall be ICCatcd subjeet tO aPPRIV1I Of'tlie Community Development Deparrmefit and the Colorado Scute Forest Service. The barn envelope shall be reviewed fur vvildtlra hazard concerns and ridgeline revii:w. Wildfire mitigation shall be as follows: A. Defensible Space: I . 'riw arab ground all structure, yhi+ll incorporate landseaping with wildfire defensible space cion, idurations as follows (NOTE: Actual vegetation mar ipulation w meet chest conditions may not be necessary wltcrc the natural vegetation patterns have already fulfilled these conditions): a, aresh, deinis, and nun-arnamintcl vegetation stall be remover] wilhiZ a minirtturn 15 tiipt pvrirneter around all structures. Vcgetatioji ire this area shrill be it 6" or less (.i.e, rnOwej grecs. low -growing p_renninls). No vegetat ort taller than 6" shall he planted in this area. Any eumbination of iii u'cth, hurdscape (Le. sidewalks, stones, etc.) may be utilized. Woody plant avaierial houitl not be planted in this area. b, For a disimice c: r 1 oo raa in every direction r.round all structures, clump :and spat. existing oak shrub,. The maximum diameter of all clumps allowed to • rerwniin should he no larger !bun 2 times the hoiul:t, The cleared space '-j 8 bctWeell clumps should he ;1 limas the heighr, For exartiple, if the shrubs are M°A W 5 toot ta.l then the remaining clomps should have a disrnetcr no larger than w 10 telt with spacing of I S feet b-Aween rJumps. No,— c�.r - =4 z c. Removo the lower (initis of the shrubs up to half the total height of chc pl m 0 it) eliminate the ladder fuels. ME I� r o 0 d. All dcaal!;i.11 within the 150 foot perimeter shall be steamveil. a sv e. The Applicsm sUall be resronsit,le fair the uuntinued mainicui rrcc of the r1°!r�cQ defensible space vcgotation rciluirements. Structural Design and Consmiccion Reattirccnuntr: A. Ro (shall have a Class A. non-combustible roo- system. Wood diakel'shinglr roof c0nsir111 and fl, at rooFs (up to x 3:l? pitch) are prohibited is all wildfire hazard areos. .. 13. All gents shall be screened with com-,Sivc resktant wire mewl; of cite quarter inch em r• e Ir -�. v tV 01 07/19 THU 14:20 FAX Mar C37 -0i 01!5411 .yrt4l He irdlaion ,fi'''r. Pcgry i IZO03�007 1 -10r1 -i 970 Ill?3 Sl BC) P_0 MainCpnun.e: 1. Kov s and softer~ sfrall k kept dear of debris . S. Yards shall be kept zzlenr of all litter, slash, oriel flammable dc;hris. C All flammable utatCl ills (inCludine, piles) 5' —0 be ;toned pn a p;imllr-1 co ntour a mininuini of' I S feet away rrorn 'Atly ylrur;l,n"e. YII,SyCiiAtigotls: A. Vcncc shall hu ka;u clear orbrush rind debris, b3, Woad t°rrc:n- :;hall not he ennnccted to the structure, C. r'uel tanks shall be installed underground with an approved contair;;r. D. Rech of One 10 Ib, AHC tire extinguisher. 8. Addresses shall be clearly marked and visibl4 with lnir,irrtrun 2" Ieucr.; nnc! shall be 0wrly visible a. the primary point of access from the public or common access rovJ aanc'' install"" or, a nort-combustible post. r, Any ru t'nuddings or additional huddings shall aelhcrc to flu; same standard, a5 wucwres, G. Swirnming pools shall be accessible to i'ire ncpartwent vchieius. Utilities; Uli ity line. shall be huricd. =`= 407') K. No dwClrrpmc nt, including grading, hcrminl;, 411iry cr rand; gates, and vegetation rcmvv;ll or �lW � �w 3 Jislurbance shall occur uulsido Odic tig.,ibnatud building envolnpr, except ror utility and drrvCWay Ct t exlentiiun and muintenancc, �xLension of utilities to the accessory bui!ding envelope, and ms may be: 0 a necessary to implement the nvildlire: mitigation rica—ures rcquirud elsewhere i n this document., x6. �=1 �o Le 4 7. All :trews disturbed by :onstruction shall be revegetattd with native chruhs and grasses to limit �� m water consumption and -,,dditional runoffwitltin one growing season o"the rrojcct's Cuff pIQ1ion. Cr w ,'M 3. The Applicant shall comply with the following standard; for development on ;lobe, >( lUt:allL'f 41M t1'tan 1 SVO:ED fa 6 A. Adequate mechanical iuppo,-1 snail h%� provided ror cat - !Iopcs. 4D B. Adoitng wnfcr which may decrease: slope stability shall be avoided, C. ,Adding, weip.ht .o elle toll of rhe slops: sl1all be avoidod. � M� D. Disturbed slopes must be contoured yrs shit tiny can be revegetated. F. Stecpcnin�g orcxisting slopcs shall hC avOid A]. '01 07:19 THU 11:21 FAh 4lexr QT --U1 di.:5tr� ,yv n Iat r'ri ii0ANN& "aLt3U P.Ob {i-���'.!?r!f!)li.� ..r�•-. !;)lift l ,? v •! F. W.'op.tin�, gut.,, I111N, gradirtj! Jnrl QN. L,-v:ttiott t.:! t!ie at'..PiY;tuir area nWedtd, [or 9, Vhe App lir:ant shall comply Witt, I 'I, e toIIO ,Ig, i;cnlugiu mitil;aticrl ntrttsures- A. Thu house: shall he desigvr .:d iii prevent the EICCUmulation of rade V gd.S. B. Foundation plans cia!1 be subm4ted rt builcimp her:.sit Apps!i%:wkm. 3t. ildirig i'uundarit-.a, shill: be rcvicv,,cd and certified by a C clorzdo registtred professional engineer. The uunci;tlititi ilc.yigrt shill take on-site nioncos derived sails into considcr:atioc. 1C. A ioreniaceINvo dstove applxatic:n 11ILSOC flecl aml ucprtrved by the C.oinmunin. Dzvrdopmcnt De mrtmem prior to die issuance ora building rum ii (if mxc4 &tr.v). 1 1. Prior to lire is5u3ncti of urty building permits, the .A ppli(:nm shall obtain it septic porn,'.: "rani the Efivirctiutrictilnl Ht:alt;t Deparimkrit. All sewLige di.rpix;al systems rmw he deshmed by r rcnistcrccl prcfcssiona' engtlteer. Sewage dispose; system .hail be IOCLLQc Within the approved deve!opwum erivrlope. 12, Prior to the sul;mittul fur tiny building permits, the Applicant shall provide ducummiration at' an acle(ldate domestic; water supply un the property. Quantity and quality ofsnid supply shall rncer the ;ippruvnl of chv bm irtm,mcni:;! Hcallh t)aparmtertt. The well site shall be Iocntpci within Lite approved 7u1!dirr2 ur' dCveiet(rlrI-Ilt envrlenpo . 13. Pic applicant +hal : Lornpty with all axles` and rceiiliremcnes .;f tl•:t; .1;p f'.. Hri: Prxect,on Distrait. I c,. Development of 3t? inches above or below grads withiii tate required siethack retluires approval of a variance by the Boord of Adjximmt, Me,xppliQnnt sh+ll i:amp(y with the I'ollowirg wildiife mitigntiOn. r a r A !)ergs ;hall he proltihited. > a B. All shalt he contained is approved bear l rex i ;arhagc comm-ner,. Prior to MOM "Or 0 C.'&mificate ofCccupaitcy, the ivstalla:uor; of the costa;im—s sh..li be verified. r� M C Fruir'bearing trees and shrub_ s"Weld be uvoidLd in i1my iandscapingciuc iv the high level of LU a Flask bear acrivity in the area, �� e N WE D. Fencing shall bc, renhibiLocl outside of the approved building envelope lair i:w wirnary residence V x and the appruvcd clarvtrluplri.:nt cnvcl,tp C fctr rbc hart:il.Dl i. m� wnmrep 0 L.. Corral; and horse tanoing weird be restricted to the ikvtlopincnt unvc:or,e tb!L the ban-:;C.DU to a N:itive tiegttation shiill be pr.scracd outside of the budding envelope, with the exceptia;rr ,:rally ® tlunain,' itnd :piecing: ruga:ircd to acccniniudrrte w;ldf;;re mitigtition. Wa r 6. The Applicant shall sabmit a Dramogc land Erosion C:nritro Flan to tile,"_o=.nharbCrr ur review 4 `e and appeoval, prior io the submittal for any buile'iin-; pertlit;. Tht plan ;hou!d delnieate rbc �i:m .an;1 location —a v of pipes and cir;tinage stns.tures, overall grading aid drainage al (i the lociitiuo (Xtbe proposed niathoes of Brrsinn. '01 07/.19 THl 14:21 FAX t-larr-O7-n1 U1 :54P yu n tern 1Z 005/OU? 970( ?s Shan P.o6 17. M.Ij.2M I I rat, potunual dntin+ig;.: prohlems steal l :ne addresac .l as fol lows. �. Kesid4wittl construction snail include a rerUncicr finlndation drainage ,yslirn io direci dl:,.iria�{r +around the structure; annd a. ,4ny additional rtinoif created by the parcel's &i clopirert shall be directed w a drv«•zll or other co -lection point tor lixural pereolatian into the surrounding 3.Ib5Ur'r ti_e. 18. Prior to the submittal ofany building petItiit 3ll(11iCl IMIS, dw ,applicant slrlll SUIV114hrl Ac::ess/Driveway Development Permit for review and approval 114 the CoLar,ly F,ngi neer The dr1\1"V. 1 shrill eumply with CuuilLy ',Uintlttrds Iau,linCd in the editing of the Road I,InntlgeniL:tit :clic! Maintenance fyllai it cflcct at Iter Iirnc n!' i.yullncc Iii the permit• 19. The applicrint shall join a road improvement district for innpruvetaaents to andhor nmintenan+:e of tiie aspen iiidge 5uk dig isiun Romi, itt the uvcnt that such a district is formed, N. Prig to rhe issuance of any building permit%, clic Arr,It1:unL.shall petition ,Ind acree tojai n tho Brush Creek Village Road Irlprovenient District and pay ongoing algid currant pro -rata unit costs for annual matnteitanee ns proviced by statute, provided thcrc shall be rqual tr=%ncnt ofniaintrr,ance posts within the Zgreeltaettt. 2i. The .,kpplicam shall comply with the following standards For the caretaker dwelling unit A. Prior to The isyuancC;)Ft,n.y huildino prrm is 1701' Ihls unit, lht� Applicant shall record a d=(I rt^ttricuon for Lite caretaker dwelling gilt with the Housing C�F!iCc. amp a [3, fJousing Office staff Shall inspect the unit prior to ssuance of Certificate orClecupancy. r" QW0`" C. Ttne kitchen unit shall contain at least ntwo-Uurner stogie W irh ave», a standard Sink, and no less fban a 6 cubic foot refrigerator plus freezer. w 1a. 1'lie caretaker dwe!ling unit shall be l ailed to 700 nen liviVe square Feet ns calculated by the Aspen/Pitkin Housing Authority. CIL LU Q �a 6' Prior to the isruaare of",2ny hullding perinit apnlii:atit>,Ix, a floor plan of the airetnker dwelling � in;, nhenving tate square footage ofthe unit shall be provided to the I lowing 0MLC forreviow w and approval. r32. L ghting shall coni ply with the l'ititin Ctnmty light! rigst,trdurLl� tit lite lime of installation. n 27, All development roust comply with the provisions c�'lite Aiikin C'Iwrty': No-tiUt15 Weed � M:ina�;emcnt Pl;ul. 21. /'loot. arei, for tili5 property shall hL: lirniteLi by dad 011lCuint:d puNL:art to Or;linance :3 - Oil 3- ° ZU(30. ,.rn 2j. i'hc hoight of the principal dwelling unit shall not exceed ?8 feet in height including the root peal.. The height of the barnlCDlJ strucluru shall not CxeCcd 25 rcet in height iccluding Iiiv rool'pl 1:& '01 07/19 THU 14:22 FAX M?ir--07-03 01:54P y'u0-1 I'iUY•Il R 006fw 9705 5180 p.07 26. ,'ursuant to Ordinamn- No 022-2006, U- APPtieant n DLib CQt fu Elie Fair ShurL 1tC({uiicr'7�,^,t7 2;ud shall pay road impler Ice as calcul,l(ed at the Ylmu of bu k�' ing r)errrliL i:i;;t1t111Ce. 7, For any free market residential stmtclufr of 5,000 s;r o,,s 5gti,tre feet or 4r4trter, rf�u .11�nii�ZL '; sl II comply with Section 4.01.(')!(8) of the Pitkin Cot•nty Road Managmwit r.nd MN. int�:nance Plan. %A,hiL:h itquircti thv Applicants to pruvi& construction trip and residenria' trip �;enermio.r .tiuulies. Tile Afplica ats shall comply wills rias provision ni: It is it effect at the limo ofbudc1mg pe-rnit issuance t:r the satisfvctiot� �}f tie Cuurtt�' filgirlocr. 28. Statutory vcm.:d rights for the approval container lrerclo .rrc granted purSuWnr to the Pitkin County Land Use Code and Colorztdo Statutes, c.,hj�-Qt to the Yet `01211 ill Pitkin County Lai -id iJsc t: oci;:. y 4-1iU r,nd C.R.S.. y 24-68-105, The stalutury vesteI2 rignt+gmmted herein slirrii cxpirc cri Sewentbrr 19, 20(13. NOTICE OF PUBLIC IIFARrs'i; IvUBLISIWED IN 1 -HE A,.SPEN TIMES ON T11F. 19TH DAV O .A.C'PROVFD AND ADOPTIC a ON TIM I9TFI DAY OF SCPTEAMVJ2, 2MU. vESTEU RIGIITS hOTiC'F. Y1J1iLISH1rD ON TNF, JtL DAY or. _GL1aweV, znon. REAR INC OF FIC ER ATTEST; OV P FKIN COUNTY, COLORADO Wr- Teniey Ta lr)r, 1 Lffnee C.larkc, Adminimplivc Ass SNInt Mciringitfficcr A1'1'ROVED AS TO FORM. A['1'ROVED AS TO :0NJ ENT, r Jahn Elyy— - Cindy 1 fouhen, C,rx►rtt5 ,lttorney Contmur;ty Dwclopment Director caev 91196-00 264320300013 1 VIII111111111111111111Ill111111111111 III 11111111111111 447728 10/06/2000 W 4'1A 09TERMIN DAVIS SII,VI 6 of 7 R 0,08 0 0.00 N 0.00 PITKIN COUNTY CO ')i. 07/19 THU 14.23 FAX Z'007 OCT 'Mar •Of- 01 tJ1:5rJ,P yy barn 97C 5 51£30 .Ut3 r A as rcai of l ano be irg s i tua ted i n Sac 1 c,- 20 ToKnsi Sa t"r,, Rare 85 West cf the 5zir zr'ncica1 moriaian, Pitkin COUnty, Coloraao. Sara parcel is more fLjlly descelbea as follows: 8eainrirg at a Dain: frac W.�e^.ce tra Savthwest corre- of said etzian ?a 'gaars S. 80 ca9reas 32 minutes seconas w. 2875.32 fe.; c"e^.ce west 179 7.$8 fzet: thence hart'- , 8A8.02 faaz; t;nence EaSt, 1737.88 thence S c u r h 843.00 fee- to t'rte point of beginnin,. CQonty r tKin, 3ta..e oraa0 �1012�1101111�111i111111111111111 I � If im/46/2@10@ .00 Ni0 ,00 PUKI COUN'[1' CQ I of 9 k 0,00 D Duplex Effluent Pumping System 2000 -Gallon, Two -Compartment, Precast Concrete Septic Tank Slope Ground Away from Riser Inlet Tee /—PVC Riser with Grommets— (band to tank adapter with recommended adhesive) Fiberglass Gasketed Lid with Stainless Steel Bolts .... ......... .............. .._.P.Sp VC li ................................_.....o...x ................_.._............................._.S ce B with Cord Grips—� Conduit to (— Control Panel Conduit Seal Tank Adapter (cast or bolted)--, Discharge Assembly Flexible Hoses (2) Effluent Discharge —i. Level Control Float Assembly Check Valve (optional) Vault Inlet Ports Flow Inducer (2) OSI Effluent Pump Drain Part Filter Cartridge Biotube® Pump Vault 4T%%rol Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 Patents # 4,439,323 & 5,492,635 Foreign Patents Pending 9/5/01 JOB NO. 12781W REVISED FIGURE 3 .. 1 SCALE 1"=50' 35 ACRES 1032 SF OF INFILTRATIVE AREA IN 2 PRESSURE DISTRIBUTED TRACT 2, TWIN RIDGE SUBDIVISION, BRUSH CREEK- GRAVELLESS CHAMBER -BEDS WITH IMPORTED SAND FILTER PITKIN COUNTY, COLORADOo� ,� MATERIAL. EACH BED HAS 3 ROWS OF 12 CHAMBERS FOR A SAL SAND INFILTRATIVE AREA OF --- TOTAL OF 72 CHAMBERS. BA •' , 1320 SF. EXTENT OF MOUND 2" PVC PUMP LINES 2000 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH ' DUAL EFFLUENT PUMPS IN A BIOTUBEw PUMP VAULT. 50 IN, CLEANOLJJ:�' 510 PRO SED !' NCE''- O`> "� —. t•, �'- ~- `~ ti ``~ PROPO.S`ED ' - ~- '�, WELL, t ,f /p � �1 � '4 '�"�' � •�` `'-..` .fit `y "'.` „� +"�. •.,,� �•' '"`. �`' '"w+. `� +,,..y � '"'�. �'. 1"", a'' '�"a � 1/28/02 q 1 1 qi! J S � � � `'^... �„ -•" `•• �'` � '�•"`. �R "may 4,� '^�.` `'! 1 f a •' `� '� -. OWS AS—BUILT DRAWING REVISED FIGURE 1 JOB NO. 12781 f SCALE ill = 50' 1032 SF OF INFILTRATIVE AREA IN 2 PRESSURE DISTRIBUTED 35 ACRES -'''a GRAVELLESS CHAMBER—BEDS WITH IMPORTED SAND FILTER TRACT 2, TWIN RIDGE SUBDIVISION, BRUSH CREEK COLORADO -"�• `4. �'` � MATERIAL. EACH BED HAS 3 ROWS OF 12 CHAMBERS FOR A PITKIN COUNTY, w TOTAL OF 72 CHAMBERS. BASAL SAND INFILTRATIVE AREA OF 1320 SF. PRO EXTENT OF MOUND >, 2" PVC PUMP LINES I ` '� `` °•, 2000—GALLON, TWO—COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH DUAL EFFLUENT PUMPS IN A BIOTUBE- �., PUMP VAULT. ,°, •� `R `®•�` `� \ � �, \ �, `,� °``ate --.` „� ,.. 50 � °`°. \ �j �` '°-. ''�' ; ''� �' ,� `�, \•,,,� •,°, \ ,` '"�.�--•.,..,� '"^• —,may'"' ---- '. 'SETBACK ELC —"' — — CLEANOUT, 510 PROPOSED NCE ` i �� } � a � T•`4 mow. '""`•.... "_,.. �•+.,,d � � -^'s �-` -'a•.. � ~-' ..,�` 1,,,, �• 6AR4\I,4t-N,VEL6PE ``` `` -.-` •`°`Y �` •-_.. `-• `� �`` �,.. �'' —..' .. SITE PLAN, LOCATION OF 9/5/01 PERCOLATION HOLES AND LOCATION REVISED FIGURE 1 OF PROPOSED OWS JOB NO. 12781W ' '' TYPICAL PLAN VIEW EXTENT OF SAND FILTER MATERIAL — F INFILTRATOR UNITS/CHAMBERS.. .. . , OBSERVATION/ ....; :• ' . VENT PIPE TO PUMP CHAMBER L.... ................._..__.L...._..___.....__..._....____.. .._.......... _...................__.. _..._J Q 1.25' PVC LATERALS WITH 1/6' HOLES ON j I 4' CENTERS FACING O UP, EVERY FIFTH HOLE V MIN 0 FACING DOWN O I 75' ar• •. s. ., I ITo PUMP CHAMBER 66' - TOPSOIL PLACED ON TOP OF MOUND TO BE REVEGETATED 2.1 SLOPE FOR MOUND TYPICAL CROSS-SECTION CAP OBSERVATION/ VENT VENT PIPE INFILTRATOR UNITS/CHAMBERS CAP 1.25' PVC LATERALS OBSERVATION/ VENT VENT PIPE INFILTRATOR 2 UNITS 1 1.25' PVC LATE 1' MIN FILL ONSITE FILL SAND FILTER MATERIAL FILL ' SAND FILTER MATERIAL `' 2.5 FEET : ^� ° '; ; " * SAND`/ CLAY � 15 FEET M�p,LB NATURAL GRADE yRED MANODS S \\ 15 FEET 1.5 FEET 6 INCHES OF TOPSOIL MUST BE REMOVED AND PLACED ON TOP OF MOUND JOB NO. 12781W DRAIN FIELD DETAILS SAND FILTER MATERIAL: THE FILTERING MATERIAL MUST BE CLEAN, COARSE SAND, ALL PASSING A SCREEN HAVING FOUR MESHES TO THE INCH. THE SAND MUST HAVE AN EFFECTIVE SIZE OF GRANULAR MEDIA SUCH THAT NOT MORE THAN 10% BY WEIGHT OF THE MEDIA IS FINER THAN 0.6mm CALCULATIONS AND SPECIFICATIONS CALCULATIONS STRUCTURE - 4 BEDROOM RESIDENCE <6000 SF LOADING - 100 GPD PER PERSON AVERAGE LOADING - q = 1800 GPD PERCOLATION RATE - t = 45 MPI TOP OF MOUND AREA = (800x1.75)/.95 = 1474 SF 30% REDUCTION FOR CHAMBERS = 1032 SF PROPOSED INFILTRATIVE AREA = 1116 SF EACH BED = 1116/2 = 558 SF BASAL AREA DESIGN LOADING = 800x1.75 = 1400 AREA = (1400x sgrt 45)/5 = 1878 SF 30% REDUCTION FOR CHAMBERS = 1315 SF PROPOSED AREA = 1320 SF BED SPECIFICATIONS NUMBER OF BEDS - 2 LENGTH - 75 FEET, 12 CHAMBERS WIDTH - 9 FEET, 3 CHAMBERS TREATMENT UNIT SPECIFICATIONS TOTAL MINIMUM CAPACITY - 1.75 x q x (30 HOURS / 24 HOURS) = 1750 GAL. RECOMMENDATION - ONE 2000 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH DUAL EFFLUENT PUMPS IN A BIOTUBE- PUMP VAULT. 9/5/01 REVISED FIGURE 2 Chris Berry/ Dzierzyns I ki Residence BUILDING PERMIT APPLICATION DRAWINGS June 2001 stryker A R C H I T E C T S 119 SUUrN iYpIXG 9rXEEi FM119>LLgES21W (Ful9rlv91b-t2ln (w�naul �avaaatryxero.own.can i BERRY/ DZIERZYNSKI RESIDENCE TRACT 2 ASPEN RIDGE SUBDIVISION JUNIPER HILLS ROAD PITKEN COUNTY, COLORADO DATE: ISSUE: March 2001 Con eptual Design j-2001 Building Pemlit These documents have been prepared is ca0y For the Berry residence. 1 'They ,ire nut suitable for use on cher P7 or in othec I nt(ons without i the approval and ppartii patiun of the Architect Reproduction prohibited H32W15trykcr/Brown Architects i I SHEET CONTENTS ( Cover Sheet SCALE: NOSCALE .C6 U) CO)(E� /\ - - _ - '__,rz r -� sem'- I -- - -- I I SHEET CONTENTS � I I I i Lower Floor Plan i kk s t. I, -1 1 • DLO � 42 N 42 ) ( ) (D.7 E F i 11� H A.5 A 1, - - 1 C 2-- ...... ... .. 7 M-5 21L 5k4[Ar -,z ------- Guest Parking 3 spaces min. __ 4*1 stryker I I A R C H I T E C T ....... .. BERRY / DZIERZY RESIDENCE TRACT ASPEN RIDGE SUBDIVIS JUNIPER HILLS ROA1 PITKEN COUNTY, COLOF DATE: ISSUE: March 2001 Conceptual': jure 2001 Building Pe, 711— documents have been plepiuel They are not suitable for uae on uthei projects or in other locadon9 without the approval and participation I the Mdiftect- Reproduction prohibited @ 2001 ftryker/BwwnArdiitects SHM -Co Main Floor Plan SCALE: 3116" = V-11- r) I A ••(cs 11 1 d j / I I � stryker - W-,- I A R C H I T E C T S ullr ll� SeNING S E AnYEN' � LONAnO BFIe � IYII) 39 eiW (F��13164[SY[S+V Icnuil navni4eirvM�*wuwi� n.i� _a 18) BERRY / DZIERZYNS RESIDENCE TRACT 2 ASPEN RIDGE SUBDIVISION p JUNIPER HILLS ROAD PITKEN COUNTY, COLORADI DATE: ISSUE: March 2001 Conceptual Desig _ jm,e 2001 Building Permit These documents have b— prepared spedfirally for the Berry residence. ey are not suitable for use on other 5 projects or in other loations without the approval and pparticipation of the Architect Rep dutionprohibited ®2001 Stryker/Brown Architects C5� SHEET CONTENTS Roof Plan tiC'ALti: 3/16" = P-0" A 7 q 124'-10" -124'-0" 123'-9" I Slu�O I I .. II I I I I Shingle Roof r r �e I.., — � BERRY / DZIERZYN' 1 f .t RESIDENCE L------- - - _.I - ASPEN RIDGE SUBDIVISIO - St ' .,� JUNIPER HILLS ROAD North Elevation 1 rII j I JJ I v I 8 x 8 Timber 121'-5" i P.W 11310 `— - - - - - - - - - - - - - - - - - - - - - F13IVPIIK 144 tt0-0' _ lilrol, T.O.F. - IMiN'Gme,_ Aeti11l FI,rr// \ (epi I0OlM %\10111. ®ali#Stone Arch mait !r t,tlaw,ME! % � �16e�edlf 111011 14 cT.O.K. Depth foundationper structural ---------------------------------------------- Brackets IT1 12 41 TIT c F -F L r 1 I Typical l A. fa) I A ���i11Y111� A R C H I T E C T S "M SPNING 9r SEI BST . A.^.IP ENT'I,c Gi ONAnO i ' ;vl�l Srsyss RlM a�axl vJUNe>un3 Ir•nw, e.vwv,..,rvwarnvar,.,.. Flashing 2 x 8 Wood Facia 8 x 8 Timber Brackets Cementaceaus Stucco typ. . Stone Veneer - �}eC'ii[[1 {j�dy(�(1 1 A.)1 I qT . .A i�:� { ,:�i)' }.{•a -- -�ta�� }F 7{ a F= fft Male Levet, -- Finish Grade I I I I I I I .I I -1 J e0' -t0` 1001-W — - - -- --- Lower Level, - . T.O.F. GTS, y Shingle Roof r r �e I.., — � BERRY / DZIERZYN' 1 f .t RESIDENCE ' -- TRACT 2 - ASPEN RIDGE SUBDIVISIO - St ' .,� JUNIPER HILLS ROAD _ .. PITKEN COUNTY, COLORAI Foundation walls per structural plans West Elevation DATE: ISSUE: March 2001 kirncepfual Iles June 2001 Building Permit These donnnents have been pmpared spe�6ratiy for the Berry residence. They are not suitable for use on od— projects or in mbar loeafioas without the approval and pparticipation of the Architect. RepnNlucfion protubited j ®2001 Stryker/Brown Ardiiiects S"ibui CONTE M Elevations SCALE: 1/4' = V-0" A 3-1 Typ,ow T_ _I r _.. Shingle Roof r r �e I.., — 2 x 8 Wood Facia 1 f .t ' -- Timber Beams - 12 x 12 Timber Coumns - St ' .,� w/ 12! Stone Plinth _ .. Stone Veneer Guardrail +36" j pickets @ 4' o.c. I L-.-1 West Elevation DATE: ISSUE: March 2001 kirncepfual Iles June 2001 Building Permit These donnnents have been pmpared spe�6ratiy for the Berry residence. They are not suitable for use on od— projects or in mbar loeafioas without the approval and pparticipation of the Architect. RepnNlucfion protubited j ®2001 Stryker/Brown Ardiiiects S"ibui CONTE M Elevations SCALE: 1/4' = V-0" A 3-1 I L-.-1 J Existing Grade at west L------------------* I _ -� wall of master bedroom suite � I I ------ I_J I I .--------------------------- i_--_-_--____r_--_-..------___--_�_� 1 ------------------------------ L___-__-___-1____---__________— J____________. L--------------A------------------J Foundation walls per structural plans West Elevation DATE: ISSUE: March 2001 kirncepfual Iles June 2001 Building Permit These donnnents have been pmpared spe�6ratiy for the Berry residence. They are not suitable for use on od— projects or in mbar loeafioas without the approval and pparticipation of the Architect. RepnNlucfion protubited j ®2001 Stryker/Brown Ardiiiects S"ibui CONTE M Elevations SCALE: 1/4' = V-0" A 3-1 stryker - _ ARCHITECTS • 1� AA - �� F n EN IIC,O I�ONfl 4(O Ore1F� 19 S esv �C� (G� J _ '_- - IIf•F1910N631W IF.n1 a�W9x5-V:`a1 C � - (.. ;ew111 JeNdF.IrVWMw :�n 128'-0" SHINGLE T11C8( 1 ROOF - 124'-10" Snow Fence _ - - OD t :I B .E.- n, - S a - - - --- -- -- -- - - '�Y e •'. A S �Y d 1. 'I !. p-__-_____._ _ a -tl q r - _ f2 .i_. _ _ -A ..amu. II II.. p - n n 4 9 h r t tlII t _. -1 B r.�.. FACIA O p a o -- ---- r� u li TIMBER f. { e A 4 tl 4 - n -- I _ d r..'.. y_ ! o d ¢ _' 3 N ..3 f_.0-a.- TRUSS n y (\`E4 'IIID F3 lII IIr (E7/ d r C ii F wr t i N d I; -Il 4 E_t 1 4._3 -- y TIMBER a I y - 1 P BEAM S n , TIMBER - ( / l / \ ` it t;_.. - - r Ky - (K4I - (Kg _ ; _- COLUMNSYP. \ \ J 1 t- C'\) / Es 2 `� - �- 18 - -4 \ / 5..,\� (K) (KS) 113'0" - - �'.,x}i e \-_ -' �1� Fq H6 l \.._/\ L.l Master BR s �- Frush Grade — - Ji J IL-,10'-0' t- - Y I--- Main TI l� Finish Grade I I \ . _ Stone Veneer Plinth IL I I II \12 -�� - on Angle Iron E_- -I II ---- - I I I I I Ili r nl 11 I I I Il ice_- _ hl I I I I I - Foundation walls Per I I It structural plans I I II til iq it; i; i ipi it I �1I I I I I I I / I I II II J Jl;lr L J,l. J,,,L Y / I -. 1 i+---r-err----J-- --- Lz-� _ - -. _ _ .. - - I ------------------------------------- I - - - _ _ L-0,rer TOP I BERRY -------------- - - - - - - - - ------------------------------------- - - - .. / DZIERZYN r t I-A RESIDENCE TRACT 2 ASPEN RIDGE SUBDIVISIC p y� JUNIPER HILLS ROAD Southlh E1leva} io l PITKEN COUNTY, COLORA 4.8 3.5 3� �12ti-0` I I I DATE; ISSUE. { t 1_"1p Root Marla 2D01 (biking u c-i 1 re 2001 Bud g De rml [ L T L_c 4 r= s X- 7 1.rriL. ;. - �4 121xooae I 1_-17 -L1- as r-r J Th"Beams ' F7 - _ 11N7 p1 Ifil'�Q 11 . S McWsr BR., T.O.F. _ r l These do vmenhl have been Prepared t pea8dty Eor the Berry residence. _ Y'�'�� } �"' d �. � 'lfiey am no[ titable for use on other +=Z I Jf' �" l '- rY. ' Prajeds or in other locations without +OIfl06. T.O.F. - - - - - - -I i L �„ r ' ' nrcht�tectrovaalep�rodducvo p ooiuniF the i 1"r6D2001 Slrykrr/Brown. Architects 110-0• J L�IJ I 5� [Ell t ® �Maln Level, T.O.F. Guardrail +3 _ t ,I�oII I�r r-at l of Stone Veneer pickets @ 4"o I I Timber Arch ® R�II t -IT' 1 I o f t- 71 /' e 1 �_ L] nonstructural�-j,:ra t�lr. - - 4 x 12 14 \� / I`-7"L i t t- - r {Vents as 3 s } r c Required Stucco ' i � � x. 1 t� 7. i � • � 3 ! i 1 1 12' x 12" Timber column w��cael -\\ --- - 1.7 Finish Grade i plinth tYPi *100'-0' LowerL&.4.O.F.. -- - - - -- -- -- -- - - - - - LY Garage Level, T.O.F I � SH6_. C_ON-T-N_f.S _ Finish Grade II1 below framing - L - _J 1._ __� (finish floor) -- -- -- I --- _ I , Elevations SCALF: 1/4 i- --. --� . --_ I Deple ;opo Existing Grade at east Foundation walls per _-� ou -_ _ I n a ion I wall of garage structural plans I - �" per structural /� - �i East Elevation - - - - --typical H l 0 STONE VENEER 123'-6" Master Bdmi, TOR. - i.1 t ,^ r I '. Study. T.O.P. � 7 �' ' , I a c t� ' BEAM i TIMBER BEAM = r - 12x12 TIMBER COLUMNS w/ 18" STONE PLINTH Mein Lewd TAC4 r►100'-0' F -_Lower Level, T.O.F. - 1'3 ik�i Partial East Elevation SHINGLE ROOF 2 x 8 WOOD FACIA TIMBER TRUSS 120'• �MaM 100' Low N1 TIMBER TRUSS Partial West Elevation SHINGLE ROOF 8 x 8 TIMBER BRACKETS COPPER FLASHING 2 It 8 WOOD FACIA STONE VENEER CEMENTEAUS STUCCO TYP. a] SHINGLE ROOF 2 x 8 WOOD FACIA TIMBER BEAMS TIMBER COLUMNS SHINGLE ROOF 2 x 8 WOOD FACIA TIMBER TRUSS STUCCO stryker A R C H I T E C T S 1,9 31111TH &Pfl IRa ITflEET 43P EN, COLOR Aam Biall (Pa)9Ia9RSR10a IFa.)F10NYa=GSe (.mule"mea.q..p."•num i BERRY / DZIERZYN: RESIDENCE TRACT 2 ASPEN RIDGE SUBDIVISIO JUNIPER HILLS ROAD PITKEN COUNTY, COLORAI DATE: ISSUE: March 2001 Conceptual Iles: June 2001 Building Permit These documents have been prepared pedfi..Ily for the Berry —id-- They we not suitable for use on other projects or in other lotatilms without the approval and partidpation of the Architect. Reproduction prohibited O 2001 Stryker/Brown Architect 1 SHEET CONTENTS i Partial Elevations Partial South Elevation I SCALE: 114"=1'-O"