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HomeMy WebLinkAboutpitkin.eh.264304401002 (2001)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications. As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Pitk#unty Environmental Health Departne Permit for an Individual Sewage Disposal Sysiem 130 S. Galena St., Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 01067 Parcel ID # 2643-044-01-002 Type of permit New( x ) Repair( ) Addition to Name of Owner K-3 Partners (Kenner/Case) Street Address 500 Runnina Mare Rd. Property legal description Lot 2, Aspen Valley Downs Subdivision Size of lot 12.79 acres Total square footage of the house 5500 sq ft Water source Private well # of bedrooms in house Caretaker unit attached # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 5 bedrooms which includes the attached CDU — sq footage greater than 6000 Permit information Designed by Church and Associates Mailing Address 4501 Wadsworth Boulevard Perc rate 20mpi Profile hole depth 8 ft Depth to groundwater or bedrock > 8ft Minimum Septic tank capacity 2844 gallons Minimum Absorption area 1018 sq ft w/ 50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated June 15, 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. Setback from the absorption field to the water line must be 25 ft. The irrigation ditch must be lined within 152 ft. of the absorption field. The well must be located at least 202 feet from the field and there must be a minimum of 10 feet from the field to the property line. The system design calls for one 2000 gallon single compartment tank followed by one 1250 gallon two compartment tank with an effluent filter on the outlet. A flow splitter basin with 6 outlets will connect to six trenches with 11 gravelless chamber units in each trench. 6 ft of undisturbed soil must be maintained between each trench. 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: � i L ML r)1 0 C �g,_ 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-buIi�ltr�drawin 4JI s must be i I 1 7h Final Inspection approval: with this permit before the j, U1 avt+ It a"vri a IG we will be issued. p 1Lk C J-1 b_„�- Data: J4 17) Y� o co ASPEIN ENVIRONMENTAL HEALTHD TMENT APPLIC*1FOR INDIVIDUAL SEWAGE DISPV L SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5074 Name of OWNER Owner's Mailing Address Business Phone: r{ 34 Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name rr)L.IA c 0 Company Contact Mailing Address Vo `r8(/ AP-eo SIbIZ Business Phone: Cell Phone : 3 7C `J S 23 Fax: C7,23-022-3 Parcel iu iF (avallame rrom assessors omce at 920-5160 or at www.aspen.com/assessors Street address of property Legal Description: Lot 2, Block Filing Size of lot: liff Icres. Type of proposed structure: Cif_(j / _ 00 Z ,Subdivision Size of bldg. envelope: Total square feet of house 55 r)D t7 # of bedrooms in house # of offices, lofts 8 similar sized rooms in house "? Caretaker Unit: Attached ( ) Detached ( j Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is ew Home ( Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( j 9 Water: rivate well (• Spring ( ) Stream ( ) Community/Public Water SystenTOEO) A If community sys em: Name of system �y�f 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. The owner assumes full responsibility in case of failure of the system. Signature of applicant Date / �O Received by Liar (a n ( Receipt # �_ Date qj (i �) a G:\eh\isds\isdsapp\isdsapp.doc 3 0 ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT 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 submitted before the application can be accepted. /Completed application form Engineer design stamped by a RPE registered in the State of Colorado.— 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, floodplains, 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 11 x 17.-Q-- �/ Proof of adequate water supply: for private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply, and test showing good quality; for community systems, proof there is adequate 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. " ` Water :5�1-1 A;/, vr� 1c10 Jw. s,4� a"'Env. Health has been called to look at profile hole EPercolation tests (make sure to do lesser of 3 holes or one/1200 sq. ft. of field ❑ Permit fee ❑ Copy of county approval (1041 approval, subdivision approval, etc.) Ld Check if your septic system is within the building envelope and no part of the system is more than 30" above grade. H both of these conditions are not met, you must obtain written approval from Community Development before submitting this application. g:\eh\isds\isdsapplic\isdschck.doc A WAIVER IS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development DePL ar Envimnmenal Health Dept for further inforrm ion. Pit Environmental Health Depart Pe for an Individual Sewage Disposal e 130 S. Galena St., Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 00078 Parcel ID # 2643-044-01-002 Type of permit New( x) Repair( ) Addition to House( ) Name of Owner K-3 Partners (Kenner/Case) Street Address 500 Running Mare Rd. Property legal description Lot 2, Aspen Valley Downs Subdivision Size of lot 12.79 acres Total square footage of the house 5500 sq ft Water source Public water system # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit N/a # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Total square footage of the caretaker unit P ..0 Church and Associates # of offices, lofts & similar sized rooms in caretaker unit Permit information Mailing Address 4501 Wadsworth Boulevard Perc rate 44 mpi Profile hole depth 8 ft Depth to groundwater or bedrock > 8ft Minimum Septic tank capacity 1750 gallons Minimum Absorption area 1300 Comments Septic permit approved per compliance with the engineer design and specifications dated October 27, 2000. Any changes must be approved by this department and the design engineers to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Setback from the absorption Feld to the water line must be 25 ft. The irrigation ditch must be lined within 82 ft. of the absorption field. The system design calls for one 2000 gallon two compartment tank with an effluent filter on the outlet. A flow splitter basin with 6 outlets will connect to six trenches with 14 gravelless chamber units in each trench. 6 ft of undisturbed soil must be maintained between each trench. 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.( J, � t 0 ji J r Cr ' Date: /00 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: q L� CHURCH & Associates. Inc. ENGINEERS & GEOLOGISTS December 5, 2001 Bill Poss & Associates Attn: Kim Weil 605 East Main Street Aspen, Colorado, 81611 Subject: Setback Clarification to Irrigation Ditch, Proposed Kenner/Case Residence Lot 2, Aspen Valley Downs Pitkin County, Colorado Job No. 12969W Mr. Weil, Based on subsurface conditions and topographic positioning of the irrigation and the drain field, we believe the setback distance to the irrigation ditch can be reduced to from 152 feet to 50 feet. The resultant flow from the drain field will be away from the irrigation ditch and contamination of the ditch by the OW S will be prevented. If there are questions, please call. The project engineer for this site is Tim Petz. Sincerely, CHURCH & Associates ........ W 13172 Edward O. Church, P.E. "'•• EOC/trp 2 copies sent Copy to APEHD, Attn: Carla Block Fax copy to Monte @ 970-922-0783 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 —7 EVERGREEN 303.816.1455 303.463.9317 Fax: 303.463.9321 -1[ LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 Pitkin County 0 0 Environmental Health March 20, 2003 Monty Thompson PO Box 4841 Aspen, CO 81612 Re: Parcel ID #2643-044-01-002 Property Address/Legal Description: Lot 2, Aspen Valley Downs Subdivision Dear Mr. Thompson: This letter is to advise you that Environmental Health has not been able to complete the processing of the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that our office receives an "As Built" letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. The Building Department will not issue a Certificate of Occupancy for this property until they are notified that the ISDS permit process is complete. This office must receive the "As Built' letter from the engineer no later than 30 days from the date of this letter. Please contact me with any questions. Thank you in advance for your help and cooperation in this matter. Sincerely, G I l;CCZ7,� Carole Twitchell Pitkin County Environmental Health cc: Church & Associates on 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingovxom 0 0 phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab@ci.aspen.co.us To: Monty Thompson From: Carta Block Fax: 923-0223 Pages: 2 Phone: Date: 10/01/01 Re: septic permit CC: Tim Pete ❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle I still need your well driller's log for the new well — and a location. The engineer has located the abandoned well - but not the new well. In the case that the new well is off the map, a directional and approximate distance would be helpful for future reference. If you have any questions regarding this permit, please give me a call. Thank you, Carla 0 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT �I ti\ nv 0405 Castle Creek Road, Suite 10 Aspen, Co. 81611 970-920-5070 J I �X " SOLD TO: �1 U,h(-- C n s4yk L'h UYI Z?� OZ (VA0�o> f i -v✓-`— P. o . oy— Lf b� * 1) ✓� INVOICE DATE: 05/21/2002 1 10 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Schultz Health and Human Services Building 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 970/920-5070 Phone 970/ 920-5077 Fax Revenue Deposit Receipt 'EH004: 001.80-61003 Colorado Food Service License $ EH005: 001.80-62311 Misc. Health Grants EH006: 001.80-62312 State Sanitarian Grant EH007: 001.80-62860 Snowmass Share Program $ EH009: 001.80-63205 Septic System Permit $ EH009: 001.80-63301 Restaurant Plan Review $ EH0ll: 001.80-63310 Misc. Processing Fees $ lcQa 50 Deposit Total t�DY�S�U. O' '\ _ Name: nn Mailing Address: �• 0 •y0Y. 4g41 Phone: — 4wj- Date: SA6 Check #: y 4 59-- Receipt #: 3 1 1 eI 0 0 CHURCH & Associates. Inc. ENGINEERS & GEOLOGISTS March 27, 2003 BILL POSS & Associates Attention: Kim Weil 605 East Main Street Aspen, Colorado 81611 Subject: Installation Observation, Proposed Kenner/Case Residence Lot 2, Aspen Valley Downs Pitkin County, Colorado Job No. 12969W Mr. Weil, RECEIVED MAR 3 P 2003 PITKIN COUNTY ENVIRONMENTAL HEALTH As requested, we observed the installation of the onsite wastewater system for the subject site on April 17, 2001. The system was designed under our Job No. 12969W, dated September 7, 2000 and last revised June 15, 2001. The system includes the installation of one 2000 -gallon, single -compartment, precast concrete septic tank followed by one 1250 -gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet, and six chamber -trenches. Each trench had one row of I 1 chambers for a total of 66 chambers and 1023 square feet of infiltrative area. A flow splitter basin was used to distribute eluent. An as -built drawing is included as Figure 1. The components of the OWS were installed in conformance with our plans and specifications. Sincerely, CHURCH & Associates, Inc. Timothy R. Petz Project Manager TRP/erb Reviewed by C' ^ U w 13172 • -zz. Edward O. Church, P. 2 copies sent Copy to PCEHD, Attn: Carole Twitchell, via Priority Mail Fax copy to Monty Thompson, 970-923-0223 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 0 ASPEN VALLEY DOWNS, LOT 2 PITKIN COUNTY, COLORADO ABONDONED WELL 1023 SF OF INFILTRATIVE AREA IN SIX GRAVELLESS CHAMBER -TRENCHES. EACH TRENCH HAS ONE ROW OF II CHAMBERS, JOB NO. 12969W 13 0 G A 2 O DITCH LINED WITHIN / Z 152' OF DRAIN FIELD PROPOSED — f RESIDENCE 111 C I Cl A UTSc. 10' PROPERTY J LINE SETBACK ACC SS --- --- C ' C .o FLOW SPLITTER BASIN co 0 "P C NE 1020 \� 1020 t 99 O \ ONE 2000 -GALLON, SINGLE -COMPARTMENT, PRECAST CONCRETE SEPTIC TANK FOLLOWED BY ONE 1250 -GALLON, TWO-COMPARTMENT, PRECAST \ CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. AS -BUILT DRAWING SCALE 1"=40' \O\Q 3/27/03 FIGURE 1 ASPEN/PITKIN ENANMENTAL HEALTH DEPARTONT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # - House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 130 Number of Bedrooms in Main House 5 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 20 (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2275 Absorption Area (=Q/5 X SQRT perc rate) A = 2034.8219 sq. ft. of absorption area required 131 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 = 1424.3753 sq.ft. w/30% bed reduction 1017.41093 sq.ft. w/ 50% trench reduction 92 gravelless chamber units 66 gravelless chamber units Type of system: DAbsorption trenches []Absorption bed a Gravelless chambers aDry well OSeepage Pit (lOther (type) Minimum tank capacity 2843.75 gallons SETBACK :OtMIAM # of feet =SETBACK OR IRRIGATION DITCH # of feet = 152 SETBACK FROM DRY GULCH # of feet = 127 �4. Aa�1 Printed on Recycled Paper F 0 CHURCH & Associates. Inc. ENGINEERS & GEOLOGISTS �rooe,l5'��k/ Bill Poss & Associates, Attn: Kim Weil 605 Fast Main Street Aspen, Colorado, 81611 Subject: Subsurface Investigation and Revised OWS Design, ProposedftwedC4M Lot 2, Aspen Valley Downs Pitkin County, Colorado Job No. 12969W Mr. Weil, As requested, we are providing this revised OWS design for the subject site. The revision is based on qt M*fD0tW V*kth6. carmaker iii ftM 19111 April 30, 2OQk design letter. All previous designs should be discarded to avoid confusion. SrM CONDTITONS The property is in a rural residential area in Pitkin County, where OWS are required. The proposed drain field area has a 15% slope to the west-southwest and a thick cover of native grasses, sagebrush and sparse scrub oak The residence will be served by aMW lord 202*0 from the drain field. PROPOSED CONSTRUCTION A 4NP6ednoM*&dence with a caretaker unit, with anbW greater`thmWMMMW proposed at the location presented on Figure 1, 11M111M I mi P day (GPQk using Aspen/Pitkin Environmental Health Department (APEHD) loading of 130 gallons per day per person. The sewage loading with a pealing factor of 1.75 is 2275 GPD. This loading includes washing machines and garbage grinders. SUBSURFACE CONDITIONS A subsurface investigation was performed by digging four percolation holes, 32 to 36 inches deep, and one profile pit at the locations indicated on Figure 1. Subsurface materials in the profile pit consisted of 6 inches of topsoil, underlain by slightly silty, gravelly, sand, with roots, underlain by slightly silty, gravelly, sand, and sandstone colluvium to the maximum depth explored of 8 feet. No ground water was encountered. Percola- tion tests indicate percolation rates of 18 to 27 minutes per inch (MPI). The average percolation rate iSM %WI.Arcolation data is presented in Table 1. RECOMMENDATIONS The installation must include two septic tanks and six chamber -type drain field trenches installed at the locations presented on Figure 1. The OWS design is based on an average sewage load of 1300 GPD and a percolation rate of 20 MPI. The installation must include0btte 2000 -gallon! single -compartment, precast DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 303.463.9317 Fax: 303.463.9321 IS CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 • Subsurface gation and Revised OWS Design Job No. 12969W Page 2 concrete septic tank followed by ft&42two-compartment, precast concrete septic tank with an effluent filter on the outlet and each with_1: row of 11 chambers. Alfl a%b" is required to distribute effluent to the fields. Vehicle movement over the drain field area during construction should be kept at a minimum to minimize compaction of the receiving soils. The bottom of the bed should be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of dispersal gravel. The surface of the field should be seeded after installation of the fields. A native seed mer should be sown at the drain field to revegetate the surface. These mires 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, the septic tank should 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 nonbio- degradable 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. LEW TATIONS 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 different from those described in this report are encountered, we should be notified to evaluate the change on the proposed OWS. If the health department modifies this design, we should be contacted to evaluate the impact on the performance of the OWS. The county and our firm must be contacted upon completion of the OWS All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to have demonstrated knowledge of the APEED ISDS regulations and requirements. If there are questions, please call. The CHURCHO& Assoc Edward O. Church, P.E. EOC/trp/erb 3 copies sent rolect engineer for this site is Tim Petz. Fax copy to Monte @ 970-922-0783 /0 E ASPEN VALLEY DOWNS, LOT 2 PITKIN COUNTY, COLORADO CONDONED WELL JOB NO. I7 12969W Ll m1023 SF OF INFILTRATIVE AREA W SKGRAVELLESS • CHAMBER -TRENCHES. EACH / TRENCH MUST HAVE ONE ROW 07ow�--- P 3 r7 lNk\%vl "stm \ SALVAT DITCH DITCH MUST BE LINED WITHIN *r'OFVRlW ONE 119"AItLIW SINGLE -COMPARTMENT, PRECAST CONCRETE SEPTIC TANK FOLLOWED BY ONE 1f -Q" TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. SITE PLAN, LOCATION OF PERCOLATION HOLES, AND LOCATION OF PROPOSED OWS 99 O PROPOSED RESIDENCE SCALE 1'=40 6/15/01 FIGURE 1 TYPICAL PLAN VIEW - N.T. w n 4" SDR 35 PVC OBSERVATION/VENT PIPE A I TYPICAL CROSS-SECTION - N.T.S. Ib' 4' 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP LL EXTENT OF EXCAVATION GRAVELLESS CHAMBER 3' BY 6.25' 6' MIN TOTAL - SIX TRENCHES MIN. I SLOPC FOR 1.5' MIN ORAINAGE GRAVELLESS CHAMBER 3' BY 6.25' CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA RESIDENCE - 4 BEDROOMS, >6000 SF CARETAKER UNIT - 1 BEDROOM LOADING - 130 GAL/DAY/PERSON TOTAL LOADING - 1300 GPD PERCOLATION TEST - 20 MPI AREA - (1.75 X q X -4T)/5 AREA - 2035 SF REDUCTION FOR USE OF CHAMBER -TRENCHES - 50% TOTAL AREA - 1018 SF l�EFFLUENT INLET 1-11 (1/8" PER FOOT DROP) m.OW SPLMEQ BAM FOR GRAVITY FLOW EFFLUENT mases �n wmi srNra�e eras °"� �-1 �eo�is a u'�nueE canter. TRENCH SPECIFICATIONS NUMBER OF TRENCHES - 6 LENGTH OF EACH TRENCH - 68.75 FEET, 11 CHAMBERS WIDTH OF EACH TRENCH - 3 FEET, 1 CHAMBERS TOTAL NUMBER OF CHAMBERS - 66 CHAMBERS TOTAL AREA - 1023 SF DRAIN FIELD DETAILS SIDE VIEW '%_ � .L -m� � SPLITTER BASIN LINES TO ADDITIONAL TRENCHES To � ti roAeon TO FlHD h TOM « mFIIDn 1 Ma m TREATMENT UNIT SPECIFICATIONS TOTAL MINIMUM CAPACITY - 1.75 X q X (30 HOURS/24 HOURS) = 2187.5 GALLONS RECOMMENDATION - ONE 2000 -GALLON, SINGLE -COMPARTMENT, PRE -CAST CONCRETE SEPTIC TANK FOLLOWED BY ONE 1250 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. 6/15 A0V\\,,CHURQH &Associates, Inc. Septic Tank with 4" Dia. BiotubEr Effluent Filter 1250 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT PVC Splice Box w/Cord Grips OrexxWat�ystems® FILTER ADDED TO THE OUTLET Filter Cartridge Biotube Effluent Filter or Equivalent DISCLOSURE: THE OWNERS OF CHURCH & ASSOCIATES, INC. ARE ALSO THE OWNERS OF SCG ENTERPRISES, INC. WHICH DISTRIBUTE ORENCO SYSTEMS INC. PRODOCTS Patents # 4,439,323 h 5,492,635 Foreign Patents Pending ® 1997, Orenco Systems, Inc. 6/15/01 JOB NO. 12969W FIGURE 3 Fiberglass Gasketed Lid with Stainless Steel Bolts 014 AIRWAY AVENUE SUTHERUN, OREGON • Slope Ground FVC Riser with Grommet(s) 97479-9012 Away From Riser (bond to tank adapter with recommended adhesive) ..._. _._. TELEPHONE Tank Adopter P Conduit to �— -; Filter Cartridge Handle (541) 4,59-4449 (cast or bolted) Alarm Panel (field cut to desired height) FACSIMILE: Conduit Seal (541) 459-2884 Tank Adapter (cast or bolted) Inlet Tee Vent Orifice Liquid Level ( c Effluent Discharge 2' Modulating Discharge Orifices I_ Vault Inlet Ports •Alarm High Leve Float (optional) Filter Cartridge Biotube Effluent Filter or Equivalent DISCLOSURE: THE OWNERS OF CHURCH & ASSOCIATES, INC. ARE ALSO THE OWNERS OF SCG ENTERPRISES, INC. WHICH DISTRIBUTE ORENCO SYSTEMS INC. PRODOCTS Patents # 4,439,323 h 5,492,635 Foreign Patents Pending ® 1997, Orenco Systems, Inc. 6/15/01 JOB NO. 12969W FIGURE 3 Profile: TA• 1 - PERCOLATION TEST RESULTS Lot 2, Aspen Valley Downs Pitkin County, Colorado feet descrintion DATE OF TEST: 4/19/01 0 - 0.5 Topsoil. sand, slightly clayey, roots 0.5-3 Sand, gravelly, slightly silty, moist. dark red, roots 3 - 8 Sand, gravelly, with boulders, slightly silty, colluvium, slightly moist, red 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, IMPI) 3 35 20 2.00 3.00 1.00 20 20 3.00 4.00 1.00 20 20 2.75 3.75 1.00 20 20 200 2.75 0.75 27 20 2.75 3.75 1.00 20 20 3.75 4.50 0.75 27 27 4 36 20 250 425 1.75 11 20 4.25 6.00 1.75 11 20 5.25 DRY N/A NIA 20 1.75 3.25 1.50 13 20 3.25 4.75 1.50 13 20 1 4.75 6.25 1.50 13 13 Job No. 12969W Sep 08 00 09:51a CGCH L Hssocaties 3063-9321 p.1 wAv4z �— lll 'moo {�FNueR �G j" 1 j711$ p-kps�J Ey�.sT d( dRAu JAJ FIELD � MACtE I.A1.i6 a` Aug 23 01 08:54a AUG. 22. 2001 2: 02PM MOMTY THOMPSON BOPOSS ASSOCIATES (9701822-0783 • W. 4106 z P•2 &DU 401 - PLAN SCALE: 3/16" = V- O" rwoJaT . KENNM / CASE RESIDENCE ?Ay{• -"= 1� �Lorm! A�MIn\SDANCc-0oD.dng cAm 01-16-200I Oc ZWI BU POSS d ASSCMTFS, ARQ1f1 RE AND PLANNING, P. C. • ABBREVIATIONS "I. tln. I. IV M: NNtyyN.\Y ".=w" rMMM'(.il IUD. /YnLw IGR LrL/Y L rYw IfPl \YL1A1 Kl 1\\!r LD. M IaF ID.L YL ALT / RLI\. MIK . 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Y g1pNp M1N tl ALM r/rrL Nrnl.la M1N YMYLnl I1NILL nN InA IL<IM IHLLI@ IYMLL M tl wFLIYY.tlrG11 Y VINWILYY\RM LOCATION PLAN • e w w n m 1101 meLm nn1 b H>A e1HM lnls 0 P9LMIT IT SET ET cI KIMMRAWA Ll ASPEN VALLEY POf PITKIN GOLHN. GO, NIQW KENNM RAIION LOT -2 OOfJFR4 YIIOH)x/6lY 6ClxAL INFORMATION \M .. /OL I / • / pV� m a � lir■ / I ✓ � -� -1 v z as ___.. .Hatleer pereiniu9 wall •I — i' j / `-�•• �' / / _ 0 p � =a I / I .lei �----�_ • \ / / � , � U 72e // ' _ 1. � • I rY.}id i i \ —� \ . / /) / It ------- '--•----- 1000 Kenner /Case / ` — j J i / Residence — — — — — Site Plan — — — — � `�� �- '� .'�r _ •'//'a / — / . �� ■ .usurp AA um 9G ❑ m.N.now�o a5 0 0 u PTCI ��)f 09-13-00 �I1 �T I I R.AWH LOT -2 ASPEN VALLEY D0WN5 PIM N LOU , LO. LO LEVE. FLOOR FLAN rMa w•. K 0 �)W 0 0 0 0 ,nFke4co�C�I.Nri,�_ M-19-00 PERMIT SET I I KMM MAI G" WT -2 A9PEN VALLEY D2lags PIMIN COA . CO. MAIN LEVEL FLOOR R� '8mn[R QQAA`` Y i R-2 �mm� 0 Y W W iCf /IOL Dim 11111 9Y OAf ��i M-15� P IT 9 T [ I H �r AS'BI VALLEY LbYOl9 ►IMIN LOUNtt, LO. ,I KD LOT 2 MNON LOT 7 rom oacevllox LITER L EY& ROOT[ FLM rwia w••w INR f 0 0 0 0 *A*AMAWr OliS-0o FRUST SET [ I KENMM RANCH LOT -2 �VA p PITKIN LqA , LO. KINNt LOr2 RANGN LOf Z A"G FL RNi MJ1L W'.1'6 VER Tuesday, September 25, 2001 11,51 AM Wayne Shelton 970-927-3801 Aft r 9 o R M Nn. STATE OF COLO DO — —� GWS -9 OFFICE OF THE STATE ENGINEER For Ottlas Use only 12/95 818 centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 30 TYPE OR PRINT IN BLACK INK WELL ABANDONMENT REPORT (To Report Plupginp and Sealing Wella) PERMIT NUMBER OF PLUGGED WELL 1 • INPIVIDUAL/COMPANY RESPONSIBLE FOR PLUGGING NAME(S) Monty Thom son / Thunder Construction Mailing Address _ p.0. Box 4814 City, St. Zip Aspen, Co- 81612 Phone (g7C2 )_ g2 1 - y /j7 2. ACTUAL WELL LOCATIOW. COUNTY Pitkin PROPERTY ADDRESS (Address) (C(ty) (State) IZipl SW 1/4 SE 1/4, Sec. 4 Twp. 9 N. F5., Range 85 1:1 E. �X 6th W. P.M Distances from Section Lines 275 Ft. from❑N. EJS. Line, 3375 Ft, from 11E. W. or Line 3. 1 (we), report that an existing well was plugged and sealed for the following reason(s): The well was plugged and sealed as required under the conditions of approval of Well Permit No. 56445-F The well was not in use and was plugged and sealed. Other (please explain) 4. The well was plugged and sealed according to the Water Well Construction Rules on_ 9/25 , M 2001 5. The well was plugged with the following materials placed at the indicated intervals: AMOUNT AND TYPE OF MATERIAL METHOD OF PLACEMENT INTERVAL fromy;yrr) feet to /0 I feet from /O r feet to _feet from feet to feet from feet to _ _feet INTERVALS OF CASING REMOVED/RIPPED IN FEET from teet to — 3 feet from feet to feet 6. 1 (we) have read the statements made herein and know the contents thereof, and that they are true to my (our) knowledge. [Pursuant to Section 24-4-104 (13)(a) C.R.S., the making of false statements herein constitutes perju in the second degree and is unishable as a class 1 misdemeanor.] Name/Title (Please type or print) Signature Monty Thompson F9/25/101 --INFORMATION-- It is the responsibility of the well owner to have the well properly plugged and sealed. The Well Construction Contractor is responsible for notifying the well owner of the plunging and sealing requirement. This form may be reproduced by photocopy or word processing means. Shelton Drilling Corp P.O. Box 1059 Basalt, Co. 81621 (970) 927-4182 Lie. # 1095 Name : Kenner/Ceses Invoice # : C-1836 C/o ; Thunder ConstructionDate 9/20/2001 Address : P.O. Box 4814 Permit 4:56445-F City, St, Zip : Aspen. Co. 81612 _ Location : Kenner/Casey Phone # HOb 5Q° Doh Type Casing ID Caaig OD Fran - To 9.0 63 St 1 6.5 7.0 0-63 6.5 220 V 5.0 5.5 60-220 Perforated Ft : 40 ft Estimated : _ 15+ gpm' Static Level : 110 ft Total Drilled .220 ft Recommended Pump Set Depth 210 Ft. Pumping 15 GPM For Pump Installation We Recommend : Samuelson Pump 945-6309 (Raun Samuelson) J & M Pump Co 945-6159 (Rick Holub) Aqua Tec Pump 984-0311 (Tom Platzer) Instructions Price Per Foot 220 Feet @ $ 25.00 Per Foot = $ 5500.00 -- Feet @ $ Per Foot = $ 0.00 Total Footage Charge $ 5500.00 Minimum Well Charge (ifapphcable) ......... Conditions Of Payment --- Pay $ 5500.00 PLEAS_ FRITH , F�LOWIN(: M-11�1�[DATIONS I • ' WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH CANNOT BE DETERMINED WHILE DRILLING 2�>R GUARAUTcc re...r ... ,.... .. __ _ 3. The kedowner is ultiaute P Y h responsible for the PIDJag and ahaedoaoteet of dry holes or replaced wells according ro State Rake and RegulstinaL Please contact us for details and/or prices. d- ALr. VMl x oc _ _ Please call us if You have any questions. 2•d TH&N -V e8c0-2a6(0L6) WOSdWOHI AlWOW ebS:Ot IO zo 100 Cs� ASPEN VALLEY DOWNS, LOT 2 'ITWIN COUNTY, COLORADO WATEP. LINE EASEMdJ- NS! OF NSF T1YE REA S W $iX F AFILT UESS CHAMBER -TR EWWS. EACH TRENCH MUST HAVE 01' ?H ABGAOF:EO VIELL�.�� I OF It CHAMBER:. WATER LINE "AT BE 25' FROM DRAY — I 2 ' p S FIELD r '1 l \' .OFiI 10' 1R RT \ a LINE SE Ar \ F&W � •!tom` I'T P �f \ \\ J ' rr�{{+ f/ f J tONC L CO PARRTd.. 4ECAST \ I ETC SPTIC TANK ,'NED BY 04 1250- i p�P IT T PR -CAS- \ \ CON ETE E17111 TA WITH .1EFFL ..NT TER ON 7 .. s DITCH DITCH PILPST BE LINED WITHIN IS?, DF DRAIN /FIELD 170P0>EO \� 1 SITE PLAN, LOCATION OF B NO 12969W PERCOLATION HOLES, AND LOCATION OF PROPOSED OV✓S 1020 SCALE 1' = 40 6115/01 FIGURE I Lo 0 0 . LD ,v ro 0 DO w N O OD Q w N ASPEN VALLEY DOWNS, LOT 2 PITKIN COUNTY, COLORADO pSS N SI SFA INFILTRATIVE MEA SALVATION DITCH IN SIX GRA CHAMBER-TRENCHES. TRENCH MUST HAVE EACH DITCH MUST BE LINED 4/ONDONEC WELL- / TRENCH MUST HAVE ONE ROW II CH KERS, WITHIN 152' OF DRAIN 11/ F1�3 / ! � FIELD ( PROPOSED RESIDENCE _ �� I PR�ETTEA RTi/ /.. li. .. _.. .... ......... ONE 2000•GALLON, SINGLECOMPARTMENT, PRECAST CONCRETE SEPTIC TAW( FOLLOWED BY ONE Iz5"ALLON TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. JOB NO. 12969W SITE PLAN, LOCATION OF PERCOLATION HOLES, AND LOCATION !1P DgnCn =n n\AM \010 SCALE 1. 40 8/15/01 (4) iURE 1