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HomeMy WebLinkAboutpitkin.eh.264308103026-028 (1999)Aspen/Pitkin Environmental Health Department �1 Permit for an Individual Sewage Disposal System �"" �Yjtt. 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-50741 0.5 fir Permit# aj Gry f Parcel ID# 2_(cQ-'3 $1,-03-02(0 0Z� Type of permit New( X ) Repair( ) Addition to House( ) Name of Owner S&S Development y Street Address Pitkin Iron Rd. Property legal description Size of lot 1.15 acres Water source LOT 3 PITKIN IRON PRIVATE WELI Total square footage of the house TRIPLEX 3,400 sq ft Designed for what # rooms (list) Seven (7) TOTAL: 2 BR in West Unit, 3 BR in Middle Unit, 2 BR in East Unit Permit information Designed by CHURCH & ASSOCIATES, INC. Mailing Address 4501 WADSWORTH BOULEVARD, WHEAT RIDGE, CO 80033 Perc rate 36mpi Profile hole depth 8 ft Depth to groundwater or bedrock Septic tank capacity design is for 3,000 total Absorption area Comments +8ft 2205 sa ft , 30% red. for infiltrator =1544 Septic permit approved per compliance with the engineer design and specifications dated July 7, 1999 and letter dated November 15, 1999. Any changes must be approved by this department and the design engineer prior to them being made. Design is for two single- compartment concrete tanks: the first is 2,000 gallons and the second is 1,000 gallons with a pump and filter. Effluent is pumped to two beds: each with 5 rows of 10 chambers for a total of 100 units. Crossings of sewer and water lines and the minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This department does not endorse any brand of product. 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 48 hrs ahead for an inspection. Permit approved by: �%4 Date: ! ,i Plans and specifications of the pr osed 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: 'J Final inspection approval: t Date: %i " — 00006 d F4inYASPENIPITKIN ENVIRONMENTAL HEALTH DEPARTMENT ' APPLICATION f : INDIVIDUAL SEWAGE DISPOSAL STEM 130 '3. Galena St., -Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER Owner's Mailing Address // J 1 2 Business Phone: �- (o / Home Phone: 01 J — ZD Z7 Primary Contact Person (all communication regarding this permit will go through this person) Name Company Jy -- t-/ f Contact Mailing Address .7,000-1 i Business Phone: Cj2 `>-�Yy?Cell Phone: ( Parcel ID # (available from assessor's office at 920-5160 or at www. aspen. comlassessorn Street address of property CMt/N, -s 1 --le I\i 'y Llys Fax: CjZ�--6 2(o�3 D8 1 oc�_��"! I.) r),) n >' r r2 e e P 0 vis' b Legal Description: Lot ,Block Filing Subdivision K( -t � r- / f2 L" Size of lot: acres. Type of proposed structure: Size of bldg. envelope: Total square feet of house 00 of bedrooms in house tw T of uffices, lofts & similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( ni hor4rnnmc in narPtnkP.r IInit Total area(sq. ft.) of caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for. New Home (\X Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water. Private well X) Spring ( ) Stream ( ) CommunityiPublic Nater 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 355 per hour will be charged. The maximum fee is $1000. The basic fee of 3330 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. Aeclication 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, siopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditc^,es, !akes, water courses, streams, floodplain5, 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 ail 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 representative e- o er assumes full r p risibility in case of failure of the system. Signature of applicant Date/ u �2Date Received by i cei r - CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS December 7, 2000 Semrau Building Design 208B East Main Street Aspen, Colorado, 81611 Subject: Installation Observation, Proposed Triplex Lot 3, Pitkin Iron Pitkin County, Colorado Job No. 11169-3 Gentlemen, As requested, we observed the installation of the onsite wastewater system (OWS) for the subject site on October 3, 2000 and November 15, 2000. The system was designed under our Job No. H 169-3, dated July 7, 1999. The system includes the installation of a 2000 -gallon, single -compartment, precast concrete septic tank followed by a 1000 -gallon, single -compartment, precast concrete septic tank with a pump in a Biotube vault. The drain field consists of two chamber -beds, each with five rows of 10 chambers for a total infiltrative area of 1550 square feet (SF). A distribution box was installed to distribute effluent throughout the beds. An OWS as -built drawing is included as Figure 1. The pump, alarm, and Biotube vault were in place at the time of our visit. The construction foreman, Walter Hooker, may activate the 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, Edward O. Church, RE EOC/trp/erb 2 copies sent copy to APEHD, Attn: Nancy MacKenzie 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 SCALL LOT 3 1' = 30' 1.5 ACRES ' FO,Qk ONE 2000 GALLON SINGLE / COMPARTMENT PRE -CAST CONCR / SEPTIC TANK FOLLOWED BY ONE / 1000 GALLON SINGLE COMPARTMENT / PRE -CAST CONCRETE SEPTIC TANK WITH PUMP IN BIOTUBE VAULT BUILDING ENVELOPE > / CLEANOUT / •/ RESIDENCE / NEIGHBORS \ DRAIN FIELD / " PVC L / DISTRIBUTION BOX / JOB NO. 11169-3 I� SF OF INFILTRATIVE AREA IN 2 GRAVELLESS BEDS ITH INFILTRATORS/CHAMBERS "5A,CH BE - 5 CHAMBERS WIDE (15 FEET) - IQ CHAMBERS IN LENGTH (62.5 FEV' OWS AS BUILT DRAWING FIGURE 1 i Nov 16 99 03:16p E CHURCH 3C 4639321 p•1 CHURCH November I5, 1999 Semrau Building Design 208 '/2 East Main Street Aspen, Colorado 81611 Associates, Inc. ENGINEERS & GEOLOGISTS Post -it' Fax Note 7671 Date i � , l(p_-pages 1 To n u 4 From Co./Dept. li Co. Phone # Phone 3 O Oce 5 _ p 3t -7 Fax# Faxtt -93Z j Subject: General Revisions, Proposed Pitkin Iron, tilghway 82 Pitkin County, Colorado Job No. 11169 Gentlemen: Per discussions with Nancy MacKenzie of the Aspen Pitkin Environmental Health Department, we have made general revisions, corrections and clarifications with respect to proposed Pitkin Iron OWS. 1. Any location where the residential water line comes within 10 feet of the proposed sewer Iine a "lining" or "casing" of the water line is required. Pipe of Schedule 40 rating or better is required, ridged end caps of equivalent grade must be glued in a watertight fashion to the ends of the encasement. 2. All distribution boxes must 1 foot by 3 feet and require a baffle to disperse effluent at the inlet. 3. Septic tanks at Lots 2 and 4 must be upgraded from 2000 -gallon to 2500 -gallon two-compartment pre -cast concrete septic tanks with a pump in a BiotubeTM vault. 4. The septic tank at lot 6 needs to be upgraded from a 1500 -gallon to a 2000 -gallon two-compartment pre -cast concrete septic tank with BiotubeTm vault. 5. The average percolation rate for lot 4 is 31 minutes per inch (MPI), rather than 24 MPI. 6. A total of 99 chambers are proposed at lot 5; three beds, each having 3 rows of 11 chambers. Thank you for your time in CHURCH & Associ K:QP 0. C "J ";P172 Edward 0. Church, ss�CNAL �� EOC/trp call Tim Petz at 970.948.5803 with questions or comments. 2 copies sent copy and FAX to APEI-ID, Attn: Nancy MacKenzie, fax: 970-920-5074 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE HOCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 In To: nancym@ci.aspen.co.us Subject: Pitkin Iron ISDS Nancy, On Oct 5th I inspected all of the septic tanks and dosing ch________ housing. All of the tanks were accessible. All tanks had inlet and outlet "T"s in place. f spoke to Walter with Semrau who joined me briefly. I did not find any thing wrong with the tank installations. Please print this and place it with the pending permits in the Alpha file. Thank you. TSD Thomas S. Dunlop, Director Aspen/Pitkin Environmental Health Dept. 130 S. Galena St. Aspen, CO 81611 tomd@ci.aspen.co.us 970 920-5073 desk 970 920-5074 fax Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 10/11/2000 Engineer's Submittal for Septic Permit in Pitkin County Owner's Last Name: Location: PITKIN IRON, LOT :i Summary of information regarding new septic system: TRIPLEX with 7 BEDROOMS Type of system being proposed: SEPTIC TANK AND GRAVELLESS CHAMBERS Other treatment processes being used: NONE Does the system use any mechanical parts? (Prohibited unless there is no alternative)YES If yes, explain why there are no alternatives A PUMP IS REQUIRED DUE TO ELEVATION DIFFERENCE FROM BASEMENT TO DRAIN FIELDS 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 SOIL CONDITIONS AND DOSING BEDS Which of the following are on the site or within setbacks? Closest distance of septic system to each feature [] ioo year floodplain NLA [] well(s) > 167 FEET [] irrigation ditches NLA [] streams >u7 FEET [] ponds NLA [] other features NL What was the profile hole depth? 8' What is the depth to groundwater? NLA What is the depth to bedrock? NLA What assumptions, if any, were made in system sizing and design? (Include any local, site- spetlfiedata, 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 ww ASPEN/PITKIN ENZONMENTAL HEALTH DEPARMENT ISDS DESIGN CALCULATIONS Number of Bedrooms in Detached Caretaker unit 0 Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit 01 (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1050 State Review Required? `'' no Perc Rate (T) S. Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1838 Absorptiot Area (A= Q/5 X SQRT) A = 2205 sq. ft. of absorption area required 142 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or graveness 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 DOSING GRAVELLR% BEDS A = 1544 sq.ft. with reduction 100 infiltrator units with reduction Type of system: []Absorption trenches []Absorption bed [x] Gravelless chambers []Dry well []Seepage Pit []Other Minimum tank capacity SETBACK FROM WELL # of feet = 167 2297 gallons / SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 117✓ SETBACK FROM DRY GULCH # of feet = 92 FINAL INSPECTION BY: DATE: CHURCH July 7, 1999 Semrau Building Design 208 1/2 East Main Street Aspen, Colorado 81611 Associates, ENGINEERS & GEOLOGISTS Subject: Subsurface Investigation and OWS Design, Proposed Triplex Lot 3, Pitkin Iron Pitkin County, Colorado Job No. 11169-3 Gentlemen: As requested, we have evaluated subsurface conditions at the subject site and prepared an onsite wastewater system (OWS) design for the proposed triplex. We investigated subsurface conditions on June 23, 1999. SITE CONDITIONS The property is located along Colorado State Highway 82 and borders the Roaring Fork River on the south side, as indicated on Figure 1. The site was originally a concrete batch plant and has layers of gravelly fill remaining onsite. The proposed drain field area is relatively flat. There is no vegetation. PROPOSED CONSTRUCTION A triplex with a total of seven -bedrooms is proposed at the location presented on Figure 2. Each of the units will have an area of less than 2000 square feet (SF) as proposed. The OWS is sized on 7 bedrooms, which results in an average daily flow of 1050 Gallons Per Day (GPD) using Aspen/Pitkin Environmental Health Department (APHD) loading of 75 gallons per day per person. The sewage loading with a peaking factor of 1.75 is 1838y PD. This load pg includes a dishwasher, garbage grinder, and washing machine. The drain field is to be a minimum of 167 feet to all existing and proposed wells. SUBSURFACE CONDITIONS We performed a subsurface investigation by performing 3 percolation tests, at depths of 29 to 41 inches, and observing one profile pit at the locations indicated on Figure 2. Subsurface conditions in Profile 1 consisted of 8 feet of sand and gravel fill with cobbles to the maximum depth explored of 8 feet. Percolation rates varied from 20 to 60 minutes per inch (MPI), and indicated on Table 1. The average percolation rate is 3 MPI. No free ground water was observed in the test pit. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 OWS Design Job No. 11169-3 Page 2 RECOMMENDATIONS We recommend the installation of two septic tanks, an effluent pumping system, and two chamber -type drain field beds installed at the locations presented on Figure 2. The OWS design is based on an average sewage load of 1838 GPD and a percolation rate of 36 MPI. We recommend the installation gfone 2000-4"" gallon, single -compartment pre -cast concrete septic tank to be followed by one 1000 -gallon single - compartment pre -cast concrete septic tank with an effluent pump in an Orenco Biotube' vault, as indicated on Figure 4. With basement plumbing and the relatively flat sites, the septic tanks will be installed at depths of 8 to 10 feet. Risers must be installed to bring all access lids to the ground surface. A pump is required to accommodate basement plumbing and to distribute the effluent to the trenches to increase the performance of the field. We recommend a distribution box to distribute effluent to the fields. The pump must have a minimum flow rate of 30 gallons per minute and at a total dynamic head of 15.3 feet. There should be an approximate 250 -gallon dose per cycle. Pump details are presented on the pump curve. We recommend the installation of two beds, each with 5 row of 10 chamb,prs, as indicated on Figures 2 and 3. iaC, ✓ The drain field configuration was based on the delineated drain field envelopes, which we were provided. We prefer the drains fields be installed in a three field configuration. If fields can be installed outside of the delineated envelopes, please notify us and we will modify the design. If additional bedrooms are anticipated in unfinished areas, we recommend sizing of the OWS for the build -out number of bedrooms. The installation of an OWS for the build -out number of bedrooms is most economical in the long term. Equipment movement over the drain field area during construction should be kept at a minimum to reduce compaction of the receiving soils. We recommend the bottom of the trenches be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of dispersal gravel. We recommend the surface of the field be seeded after installation of the field area. We recommend using a native seed mix available at seed stores. 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, continued 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 OWS Design Job No. 11169-3 Page 3 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 regulation a uirements. p0� REG.;4Jr CHURCH & Associat Edward O. Church, EOClttp 3 copies sent PROFILE: t TABLE 1 - PERCOLATION TEST RESULTS Lot 3, PITKIN IRON Pitkin County, Colorado DATE OF TEST: 6-23-99 Leet aescri tion D-8-0 FILL, Sand and Gravel with Cobbles, Dense to Medium Loose Grey/Brown/Dark Brown NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION 1 AVG. INTERVAL DEPTH TIME DEPTH DEPTH HOLE HOLE CHANGE, PERC. 1.00 OF HOLE, INTERVAL, START, END, PERC. NUMBER (INCHES) RATE (INCHES) (MINUTES) (INCHES) (INCHES) RATE, (MPI) IMPI1 1 29 30 3.50 5.25 1.75 17 1.00 30 30 5.25 6.75 1.50 20 30 8.25 9.25 1.00 30 6.75 8.25 1.50 20 30 8.25 9.75 1.50 20 20 2 36 30 4.25 6.00 1.75 17 Sand M 30 6.00 7.00 1.00 30 30 7.00 8.25 1.25 24 30 8.25 9.25 1.00 30 30 NUMBER OF HODS: 3 0 AVG PERCOLATION RATE (MPI)., 36 Remarks: Holes presoaked prior to data collection LABORATORY TEST DATA Dry Density (PCF) H2( Cont (%) Gravel M Sand M Silt & Clay M Liquid Limit Plasticity Index Job No. 11169-3 0 N C" 1 co r n N ci U c C ai cn O N i0 N �U O E N C Q U <n CL E U a- o N ^+ r•. leal (Hal) p08H 31WswCQ P10 m a) u v m c � 0 o Ln 0 0 o W o Q m °1 : W o ° c d in -a C7 "O N � O N O O c 'O c -c J N c O N Q N Oi c U1 Ea. = a •� N O N N C � � t a. 0 I NONE son mosommoss I I soon c o O rn f- o S w N p Y W Z z } j j s d .� o t CP CP :3 o o _U' U J En �� 1 it u�� ���E 1�MEN loin ' lei ��N 1 ■■� I �=l�l 1.11 III � ■III ��� J I Is 111 f r n � or m � o J O _ _ ioi� ��� l m oil ONE oomminso No-go An 0 N C" 1 co r n N ci U c C ai cn O N i0 N �U O E N C Q U <n CL E U a- o N ^+ r•. leal (Hal) p08H 31WswCQ P10 m a) u v m c � 0 o Ln 0 0 o W o Q m °1 : W o ° c d in -a C7 "O N � O N O O c 'O c -c J N c O N Q N Oi c U1 Ea. = a •� N O N N C � � t a. 0 O c o O rn f- m z B B O co m m d M CR Ln o 0 O 4 O O 0 0 o z O m y cn a) � N � N °cn' Q m °1 : W o ° c d in -a "O n. E � Q N O O c 'O c -c J N O J O N Q N Oi c O Ea. = a •� N O N N � � t a. 0 o O rn f- o S w N p Y W Z z } j j s d .� o t CP CP :3 o o _U' U J En SN J = f _ Z; o J O m 0 0 o z O CHURCH & ASSOCIATES, INC. Effluent Pumping System Notes: 1. Install Pressure Relief Valve At High Point in Pump Line. 2. Audible/Visual Harm In building. Alarm Level 3 Inches Above On Float Level Of Tank To Be Installed On Dedicated Circuit 3. 1000 Gallon Single Compartment Pre—cast Concrete Septic Tank. 4. Risers to surface: two Conduit Seal Slope Ground Conduit to— Away from Riser Control Panel �— SIRO FTM Height Varies 18' Minimum Inlet Tee Disclosure: The owners of Church do Associates, Inc. also own S.C.G. Enterprises, Inc. which distributes Orenco Systems Inc. products Patents # 4,439,323 do 5,492,635 Foreign Patents Pending O 1997, Orenco Systems, Inc. Job No. 11169-3 Orenco Systems® Incorporated Fiberglass Gasketed Lid with Stainless Steel Bolts S64 PVC PVC Riser with Grommet(s) Splice Box (bond to tank adapter with recommended adhesive) PJC Splice Box with Cord Grips Discharge Assembly Flexible Hose Effluent Discharge f �0� iN1Tank Adopter (cast or bolted) Level Control Float + + Assembly MFEPR On/ I I Redundant Off W/Alarm Check Valve (optional) i Vault Inlet Ports 1/8' Weep Flow Inducer Hole Effluent Pump j (30 gpm at 15 feet of head) Filter Cartridge i I Drain Port BiotubeG Pump Vault 5VF1248-24EFI EDW—TD-3 Rev. 1,0 (2/98) Figure 4 49 PITKIN IRON LOT 3 1.5 ACRES NEIGHBORS DRAIN FIELD Ro'lR/NG °s SCALE 1" = 30' 2" PVC LINES J ,�IBUTION BOX 155C�F OF INFILTRATIVE AREQ,IN 2 GRAVELL BEDS ITH INFILTRATORS/CHAMBERS \E CH BEb--,- 5 CHAMBERS WIDE (15 FEET) -w1-0 CHAMBERS IN LENGTH"( 2.5 F / / NEIGHBORS DRAIN FIELD / i LOCATION OF PROP,OSED OWS 41 �,..� . nr.., �. 0 ONE 2000 GALLON SINGLE .' COMPARTMENT PRE -CAST CONCR / SEPTIC TANK TO BE FOLLOWED BY ONE 1000 GALLON SINGLE / COMPARTMENT PRE -CAST CONCRETE w , SEPTIC TANK WITH PUMP IN BIOTUBE VAULT w BUILDING ENVELOPE CLEANOUT TO BE PLACED / AT EXTERIOR,`OF / FOUNDATION WALL 2" PVC LINES J ,�IBUTION BOX 155C�F OF INFILTRATIVE AREQ,IN 2 GRAVELL BEDS ITH INFILTRATORS/CHAMBERS \E CH BEb--,- 5 CHAMBERS WIDE (15 FEET) -w1-0 CHAMBERS IN LENGTH"( 2.5 F / / NEIGHBORS DRAIN FIELD / i LOCATION OF PROP,OSED OWS 41 �,..� . nr.., �. 0 t'i 1 KIIN It1uIN/111Vtt1 1AMINull ouilulvloluly PITKIN COUNTY, COLORADO 1' = 200' F� , N PROPOSED DRAIN FIELD 113UILDING WELL / ' 1 ENVELOPE i WELL* / \ . \ \ / _RIVER RANCH LOT A F G'/�a \> • PROPOSED - 5.9 ACRES _ <c��c DRAIN FIELDS SPI �Cy / �F G� \\'♦ i—KINLOT 1 IRON --�.. ��--�• � ^ <\ �F�/r�, \\ '. PIT/ \ .• \ \ ( C 1.5 ACRES 2 'LOT N \ ' BUILDING - f _l RES : �2 l3/^; T \ `�iL <\c \> ENVELOPES _. _ ��p ` �, Q� F 4c� /® % 'T, \ fl �,� \ < // WELD /WELL • o`oti\ / � RIVER RANCH � LOT D 3.6 ACRES - PROPOSED \ n \\ DRAIN FIELDS / \ "� .." ' ' "" .... ♦ �el \ A PROPOSED ���� �`, ENVEDLOPES \ DRAIN FIELD a IRRIGATION DITCH Q ops 6sgy�/ti CONTOUR INTERVAL 'Sic `', s er o l ALL �. � \ 4 FEET. PROVIDED BY ,o> ROCK CREEK STUDIO 61 VICINITY SITE PLAN JOB NO. 11169 FIGURE DCT -13-1'999 08-27 DIU WATER RESOURCES 303 866 3589 P.02i02 Form No. OFFICE. OF THE STATE ENGINEER GWS -25 .COLORADO DIVISION OF WATER RESOURCES 818 Centennial 8109-.1313 Sherrnan St.. Derrver. Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER Os , 2-7 + - APPLICANT DIV. 5 WD 38 DES. BASiN MD APPRQVED WELL LOCATION PiTKIN COUNTY S & S DEVELOPMENT, LLC NE 114 SE 114 Section 6 % TIM SEMRAU Township 9 S Range 85 W Sixth P.M. 206.5 E MAIN ST ASPEN, CO 81611- DISTANCES FROM SECTION LINES 2450 Ft_ from South SeCtion Line (970)925-6447 innn Gr frnm coMi,,,, , ;,,e PERMIT TO USE AN hXlS t ING WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS QF APPROVAL 1) This well snail be used in such a way as to cause no materia( injury to existing water rightS. The issuance of this permit does not assure the applicant that no injury will oocur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of th>s well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance rias been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors ;n accordance wittt Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the use of an existing well, appropriating ground water tributary to the Roaring ForK River, as an alternate point of diversion to the Basalt Conduit, on the condition that the wet( shall be operated only when the Sasalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect. or under an approved plan For augmentation_ BWCD contract 11332. 4) The use of ground water from this well is limited to ordinary household purposes inside five tri-ptex units and the irrigation of not more than 4,000 square feet of gardens and lawns. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The average in -vat amount of ground water to be appropriated shall not exceed 5.06 acre-feet- The annual amount of ground water to be appropriated by 811 wells operating under BWCD contract x332 shall not exceed 7.72 acre-feet 71 The owner shall mark the well in a Conspicuous place with well permit number(s), name of the aquifer, and Court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 8) This well shalt be located not more than 200 feet from the location specified an this permit and not less than 600 feet from any existing well, excluding permit no. 191621 (A waiver wa6 submitted by the well owner.). 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recoroad at least annually) and submitted to the Division Engineer upon request. 10) Approved for the installation of a pump in, and the use of, an existing well, constructed on August 4. 1999, under monitoring .We notice MH -36547. I (APPROVED J02 p -- - ReCe� No. 04484426 `'tate Engineer DATE ISSUED Q�� E (�3�� a EXPIRATION DATP C' i7Oy TOTAL P.92 No 'd OIi63t6016:131 000AN10 KiVM ADIH 61:80 (03M)66.21-100 Lic. # 1095 Name : S & S Development Co. cto : Address 208 E. Main St. City, St, Zip Aspen, Co. 81611 Phone # : (970)_925-6447 Invoice # C-1433 Date : 08/03/99 Permit # ; MH -36547 Location Hole Size Depth Type Casing ID Casing OD From -To 9.0 26 Steel 6.5 7.0 0-26 6.5 200 PVC 5.0 5.0 6-200 5.0 220 ' PWS ID I Perforated Ft 50 ft Estimated : 15+ gpm Static Level 50 ft Total Drilled 220 ft Recommended Pump Set Depth 190 Ft. Pumping 15 GPM. For Pump Installation We Recommend : Aqua Tec Pump 984-0311 (Tom Platzer) Samuelson Pump 945-6309 (Raun Samuelson) J & M Pump Co 945-6159 (Rick Holub) Special Instructions : Price Per Foot 200 Feet $ 25.00 Per Foot = $ 5,000.00 0 Feet @ $ 0.00 Per Foot = $ 0.00 Total Invoice. . . . . . . . $ 5,000.00 Conditions Of Payment : Due and payable upon receipt oav $ 5,0`00-00 LABORATORY 3 RAGTATiCN SERVICES US .MAIL WATER 1 • 'L'.'' .�1' 31CO LCWRY BOULEVARD i/ � `7` PO BOX 17123 T` CENVER. CO 80220-6929 DENVER, CO 30217 BACTERIOLOGY ` �. E T E SAMPLIN. ORMATICN: ❑ CCMMUNIT! ❑ ,NCN-COMMUNITY PRIVATE ' PWS ID I ❑ ROUTINE ❑ RAW C REPEAT FOR THE .MONTH OF GATE TIME BY AM L� COLLECTED G SPECIAL PURPOSE ❑ FINISHED PM p _J�cs/YI12 NAME MG,L 9 9AM RECEIVED Z dl 3F7SY TF -M r•t � 7 CHLORINE REQ' AL � ,� / y 5 ��/ 11 ai AOORE�S ' ` % RESULTS: SEE REVERSE FOR FXPLANATICIY C"! COUNTY TOTAL COLIFORM ❑ PRESENT ABSENT ORDERED BY: �SAMPL= .MAY NCT BE TESTED IF ALL INFCRMA71CN IS VCT ?RCVIDEO) 3 (R -7o ) Res- X159 a' 4 u E Wo LAB 106 (07/97) MOST PROBABLE NO, PTJ-Q/NE COLIFORM/10OML NAME TEST ORDERED VTD SACT. ❑ OTHER ❑ DENVER ❑ DURRANNGO ❑ GRD. JCT. y ANALYST Parcel Detail Pitkin County Assessor/Treasurer Parcel Detail Information Assesspr/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Sales Detail I Value Detail I Residential/Commercial Improvement Detail I Land Detail Tax Area Account Number Parcel Number Mill Lei 057 R017720 264308103026 24.443 Owner Name and Address )OYLE PATRICK M & DEBORA L 09 PITKIN IRON RD ASPEN, CO 81611-9645 Legal Description CONDO• PITKIN IRON CONDO UNIT:G Location Property Tax Valuation Information Actual Value Assessed Value Land: 0 Improvements: 223,00011 17,75, Total: 223,000 [— 17,75, C Sale Date:1/11/2001 Sale Price: 216,800 Basic Building Characteristics 11 Number of Residential Buildings: II 1 11 Page 1 of 2 http://www.pitkinassessor.org/assessor/parcel.asp?AccountNumber=RO 17720 9/28/2004 Parcel Detail II Number of Comm/Ind Buildings. -J10 II Tax Information Tax Year Transaction Type Residential Building Occurrence 1 Characteristics 2001 Tax Amount TOTAL LIVING AREA: 1,454 Total Heated Area: 1,454 Actual Year Built. 2000 Bedrooms: 2 Baths: I 2.5 Finish Quality: ITYP MAINT Location Rating: TYP LOC Neighborhood: JPITKIN IRON CONDOS Super Nbad: ASPEN CONDOS Tax Information Tax Year Transaction Type Amount 2001 Tax Amount $465.14 2001 Tax Payment: First Half ($232.57) 2001 Tax Payment: Second Half ($232.57) 2002 Tax Amount $463.22 2002 Tax Payment: First Half ($231.61) 2002 Tax Payment: Second Half ($231.61) 2003 Tax Amount $433.86 2003--11 Tax Payment: First Half ($216.93) 2003 =1 Tax Payment: Second Half ($216.93) Top of Pam Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Pitkin County Home Pale Page 2 of 2 The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2003 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.pitkinassessor.org/assessor/parcel.asp?AccountNumber=R417720 9/28/2004 Parcel Detail Pitkin County Assessor/Treasurer Parcel Detail Information Assesr/Treasurer Property Search I Assessor Subset Query ! Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Sales Detail I Value Detail I Residential/Commercial Improvement Detail I Land Detail Tax Area Account Number Parcel Number Mill Le` 057 IF R017721 IF 264308103027 24.443 Owner Name and Address VRESILOVIC KENDYLL A & CHARLES R 305 PITKIN IRON RD ASPEN, CO 81611 Legal Description CONDO PITKIN IRON CONDO UNIT:H Location Physical Address: 305 PITKIN IRON RD ASPEN Subdivision: PITKIN IRON CONDO Land Acres: 0 Land Sq Ft:1 Fo77 Property Tax Valuation Information Actual Value Assessed Value Land: 0 0 Improvements: 235,200 18,720 Total: 235,200 18,720 Sale Date: 12/3/2002 Sale Price: 277,300 Basic Building Characteristics 11 Number of Residential Buildings: 111 11 http://www.pitkinassessor. org/assessor/parcel. asp?AccountNumber=RO 17721 Page 1 of 2 9/28/2004 Parcel Detail IL Number of Comm/Ind Buildings: IIO II Tax Information Tax Year Transaction Type Residential Building Occurrence 1 Characteristics 2001 Tax Amount TOTAL LIVING AREAJ 1,716 Total Heated Area: I 1,716 Actual Year Built:2000 Tax Payment: Second Half Bedrooms: 3 Baths: 3.5 Finish Quality: ITYP MAINT Location Rating: TYP LOC Neighborhood: JPITKIN IRON CONDOS Super Nbad: ASPEN CONDOS Tax Information Tax Year Transaction Type Amount 2001 Tax Amount $487.16 2001 Tax Payment: First Half ($243.58) 2001 Tax Payment: Second Half ($243.58) 2002 Tax Amount $485.16 2002 Tax Payment: First Half ($242.58) 2002 Tax Payment: Second Half ($242.58) 2003 Tax Amount $457.58 2003 Tax Payment: First Half ($228.79) 2003 Tax Payment: Second Half ($228.79) Top of Page ASs_eSSOr Database Search Options I Treasurer .Databas Search ODtions Clerk &Recorder Database Search at Pitkin County Home Page Page 2 of 2 The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2003 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.pitkinassessor.org/assessor/parcel.asp?AccountNumber=RO 17721 9/28/2004 ii Parcel Detail Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Sales Detail I Value Detail I Residential/CommercialImpro_vement Detail I Land Detail PTax Area I Account Number Parcel Number Mill Levy 057 R017722 IF 264308103028 24.443 Owner Name and Address LAFFERTY MICHAEL & HEATHER 301 PITKIN IRON RD ASPEN, CO 81611-9645 Legal Description CONDO: PITKIN IRON CONDO UNIT:I Location Physical Address: 301 PITKIN IRON RD ASPEN Subdivision: jFPFTK71N IRON CONDO Land Acres: 0 - Land Sq Ft: 0 Property Tax Valuation Information Actual Value —� Assessed Value Land: 0 0 Improvements: 223,000 r 17,750 Total: 223,0001 17,750 Ir— Sale Date: 111/11/2001 �I Sale Price: 11216,800 Basic Building Characteristics 11 Number of Residential Buildings: X11 11 Page 1 of 2 http://www.pitkinassessor.org/assessor/parcel.asp?AccountNumber=RO 17722 9/28/2004 Parcel Detail II Number of Comm/Ind Buildings: io II Tax Information Tax Year Transaction Type Residential Building Occurrence 1 Characteristics 2001 Tax Amount TOTAL LIVING AREA: I 1,454 Total Heated Area: 1,454 Actual Year Built: IF2000 Bedrooms: I2 Baths: IF2.5 Finish Quality: TYP MAINT Location Rating: TYP LOC Neighborhood: 1PITKIN IRON CONDOS Super Nbad: ASPEN CONDOS Tax Information Tax Year Transaction Type Amount 2001 Tax Amount $465.14 2001 Tax Payment: First Half ($232.57) 2001 Tax Payment: Second Half ($232.57) 2002_ Tax Amount $463.22 2002 Tax Payment: First Half ($231.61) 2002 Tax Payment: Second Half ($231.61) 2003 Tax Amount $433.86 2003 Tax Payment: First Half ($216.93) 2003 Tax Payment: Second Half ($216.93) Top of Page Assessor Database Search Option s Treasurer Database Search Options Clerk & Recorder Database Search Options Pitkin County Home Page Page 2 of 2 The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2003 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.pitkinassessor.org/assessor/parcel.asp?AccountNumber=RO 17722 9/28/2004 i of --------- \\,\ i 6"OM 2'-0° L • N� Ni �I oI O: West 014 N lfl X U ai o O , U �0 0 L U LLl c� o F- o 00 =orn U a,E' o m� m Q �MD m _1 0 E --� o rn m �0� DW 210 ENTRY 1 I � ------- —1 DINING'--------------- =II1---------- --------------- ====___ _____ 4'-0° 14L7111 II � KITCHEN -I 1 00 ai I I rY I 0O LI LL- C, f I REF 92/0 WID STORAGE ---_ STORAGE 2!0 O ENTRY i0 W/D 210 � SD 210 LIVING L; 2J 1 1 II I DECK , ii-- l t - - - i........ ' II ------------------- ----------------- ' I I ' SD I I a6'-7 112" 6,.4n 10 31211 OW ;1T99.5'=1'312" IVIG I I 210 I , ------------ „ 10 " LIVING I i '0" 5-r---------- ----- , k00� OVER - wwu LEVE) to -------- -- -- ROOF I °' STQRAGE MASTER / OOMN----------- - -------- DECK MAIN 1,�;1', LEVEL ---- .41 UPPER LEVEL PLAN ---�------------------- L� - 19T S. 1------------ U -- 14R 7.6 4' 111 SD --------------------- ------ I I I � I11 . -- ______________,_�.______ ' _-_-__ BEDROOM 2 ------ 610 m - ------------- iii DECK --------------- i I i ABOVE — --- --- I I - - ------------------------------ -- --- L _ ' IIL_- _ _ L � r -2/6 -- 2/4 ;1 '. ' --------------- LU O 1 i ----------- , I 0 L----------, �• 10 3 120 1467416 6 8'-11 1/2° 3' 0° u 3 112° 9 00 !' 04 5 1/201 0 U. 7'-8 m SD CL - r, LL- 216 2/4 1 I N - CRAWL SPACE_--- '--------------- --- � r----------- - - _ II I DECK ! 1 v ABOVE i BEDROOM 3 I' 1. I '1' 1 I .II 61,0118i1 : 1�1� 8n 0 5 1/20 21to 18�-8° i i ------ - - I _- I III � ---- — — ----- ----------------------------- �- 10u 13T 9.5 =10' 3 1/ " � �- 41-0° 14 @7." °=8 11 12' - 2/8 ------------- --- ^O I PATIO — : v ------------ m �, - - � �X4 8„ 11'-2° BATH 51/1" 61.00 --- ------------------ -- I o I I I ------r ------ I 510 i DECK _ ABOVE --- --- 1i 1 i 1 ------------------- ---------- i i 20'-0° -------------------------- ROOF _ 5 1/2" STORAGE ROOF w STORAGE ff _ _1 ----------------------------------------- I I I I 1 1 1 1 --------- ------------------------------------ 7' 0° 1i2" 5'-0'� 112° I 3'-411 DECK I I MAIN oEVEI I W.I.C. —BATHL 2/4 214 I. ROOF (2D6 4' - SO 2/6 -----J I --- - ------' b P. z V [UJ Cl m m z a C4 N CD Q� Z m O —� c ZD v ,� I Vn LEVE'L 12, trl MASTER BEDROOM ' DECK 9'-61/2" . I \ MAIN LEVEL (2D6 4' - SO 2/6 -----J I --- - ------' b P. z V [UJ Cl m m z a C4 N CD Q� Z m O —� c ZD v ,� - CRAWL SPACE ; --------- ......'Bill ------------ 811 ----------„ ------ .--------- 610 ______ CRAWL SPACE (5/0 81, _ I I III � I I SII � III I I i _ _ ' �_-�_-_= _ -__-- __-_— -_--- -_ -� I I-. I I DECK III ABOVE „ I I I BEDROOM 9 ;I I I I I III III 18'-8" i i 51/2" I I it r I'I II r 41_pu I ,� I N SO 2/8 I 216 I �o I i PATIO - I `r ---------------- — J Go BATH 2I4 " �I_611 5 1/2" 61_pu CVI DECK ABOVE J --------------- i ---------------------- I I I 12'-11 112° ' I I = I LOWER LEVEL PLAN LO LU n CN a z F -i LL cs. - ------------ -------------- _ __ .-------- -------------- - - --- ---- ------- 610 ______ CRAWL SPACE (5/0 81, _ I I III � I I SII � III I I i _ _ ' �_-�_-_= _ -__-- __-_— -_--- -_ -� I I-. I I DECK III ABOVE „ I I I BEDROOM 9 ;I I I I I III III 18'-8" i i 51/2" I I it r I'I II r 41_pu I ,� I N SO 2/8 I 216 I �o I i PATIO - I `r ---------------- — J Go BATH 2I4 " �I_611 5 1/2" 61_pu CVI DECK ABOVE J --------------- i ---------------------- I I I 12'-11 112° ' I I = I LOWER LEVEL PLAN LO LU n CN a z F -i LL cs. • r� MAIN LEVEL PLAN ROOF .r ---------- STQRA E GE -- ------ BEDROOM 15�------ 210 - 101 -0°101 -OR 81-811 61.0n71-411 21-011 UPPER LEVEL PLAN l:A CD O I co