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Home My WebLink Aboutpitkin.eh.264304401001 (2000)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. Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # ;?, D O 1 z% Parcel ID # 2643-044-01-001 Type of permit New( ) Repair( ) Addition to House( X ) Add attached caretaker unit Name of Owner Jack & Harriet Stievelman Street Address 120 Running Mare lam - Rd Property legal description Lot 4, Aspen Valley Downs Size of lot -20 acres Total square footage of the house 13,464 Water source Private Well # of bedrooms in house # of offices, lofts & similar sized rooms in house 5 Caretaker unit ATTACHED Total square footage of the caretaker unit # of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) (6) SIX TOTAL - 5 BR in main house and 1 BR in attached caretaker Permit information Designed by Church & Associates, Inc. Mailing Address 4501 Wadsworth Boulevard, Wheat Ridge, CO 80033 Perc rate_ Profile hole depth 8' Depth to groundwater or bedrock +8' mac. Septic tank capacity need 3413 total Absorption area need 2619 (30% red. for infiltrator=1833) YK_& L: "2 Sri 2 o 0 d d -,:,� wA��*,,.//��f� .li. ..�QcsC'J . Q. c�to�y��. �ce� /1 1 Z Septic permit approved per com lance with the engineer de gn an pecifica ions ted March 28, 20 0. Any changes must be approved by this apartment and the des' n engineer prior to them Xing made. The ngineer design for 5 bedrooms (ISDS Permit 9010) has been i tolled.. This design is for the mpleted s tem for 6 bedrooms (the original 5 BR and the ne 1 BR attache caretaker unit). It shows the finish d incre ed size of the drain fields and tanks and the increased se ack dist ces to wells (238 ft) and irrigation/de8 ft)The first 2,000 gallon concrete septic tank will re in. The second tank will be replaced0gallon two compartment concrete septic tank with a dosing ip on. Two beds will be increased by 6and the third bed will be increased by 9 chambers for a to increa of 21 chambers. This will bring tbeds up to a total of 120 chambers. lo( Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. 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: Date: Y a o v 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: Final Inspection Date: � / Mi 30-00 THU 04:44 PM ASPE�ITKIN ENV HEALTH AX:970 920 5n74 PAGE 3 ASPENfrI7K1N ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920.5074 Name of OWNER 0 AEPOT Owners Mailing Address Business Phone: 2 - Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name t` • IJ tb Companv wl 'J A `J /V -G Contact Mailing Address %i 15 Business Phone .Cell Phone : Fax Parcel ID # (available from assessor's office at 920.5160 or at www.aspen.com/assessor/) Street address of property Legal Description! Lot �— ,Block ,Filing ,Subdivision Size of lot: 1 20 acres. Type of proposed structure: 9615 Size of oldg. envelope: Total square feet of house I ??4•� # of bedrooms in house # of offices, lofts 8 similar sized rooms-mssiin house Caretaker Unit: Attached) Detached ( ) # of bedrooms in caretaker unite 46" # of Total area(sq. ft.) of caretaker unit lofts and similar size rooms of caretaker unit Q -1 - Size L Permit is for: New Home 1/ ) Repair due to failure ( ) RemodeUAddition ( ) Emergency use ( j Water: Private well ((X ) 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 o" hours, a rate of S55 per hour will be charged. The maximum fee is $1000. The basic fee of 5330 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 systr -, is hereby submitted. I hereby certify ,hat the above information is true and accurate and that I have provided true and accur - 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 Date Y 3 Received by Receipt 1 1 Date G:\eh\isds\isds ap p.doc 7 ASPENOMN ENVIRONMENTAL HEALTH DRTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISP ,3L SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER TAA y, "AO 4 Ai KIT- trnSNJM MA►J Owners Mailing Address CIO VCr#-. Business Phone: t2'2'5— 6131 Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name ur- IL. 13ANu071 sn Company lwva' -rtZ 'J-'N`_`I_ r.1�Xi�.• (I�IC^ Contact Mailing Address Vs u p '+ �CbO �✓={O�j g �' Phone: Fax: " LA2- Parcel ID X (available from assessors omce at 920-5160 or at www.aspen.com/assessart) Street address of property ry Legal Description: Lot —+-- ,Black ,Filing Subdivision Size of lot: 4 ZO acres. Type of proposed structure: �_ Size of bldg. envelope: Total square feet of house j3 � (,o4' * of bedrooms in house S # of offices, lofts 8 similar sized rooms in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit Permit is for. New Home ( X ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water. Private well ( $j Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is 5330 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/Pkkin 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 assum full responsibility in case of failure of the system. q Signature of applicant Date 7 Received by Receipt Date 13 9�j q • • �a • Tim Petz, 05:28 PM O1/09/20W?E Steivelman From: Tim Petz <tpetz@geo-church.com> To: "Nancy MacKenzie... <nancym@ci.aspen.co.us> Subject: RE: Steivelman Date: Tue, 9 Jan 2001 17:28:09 -0700 X -Mailer: Internet Mail Service (5.5.2448.0) 0 It is probably better in the second tank, ALTHOUGH, They are using a dosing siphon (which is very incompatable with a screened vault filter) so a filter is placed in the first tank. The design of the Biotube filter allows only the "clear zone" liquid into the filler (due to the holes in the filter half way down the filter housing) and not the 'scum! or 'sludge' layer. It will not clog anymore than on the inlet of the second tank. TIM -----Original Message ----- From Nancy MacKenzie [m&ilto:nancym@cias P!en.co.us) Sent: Tuesday, January 09, 20013:17 PM To: tpetz@geo-church.com Subject: Steivelman Hi Tim, Besides everything else up there, I was wondering if it was correct to have the effluent filter on the outlet of the first tank. Wouldn't "it" not have time to settle out and clog the filter more quickly and be more of a problem than if it was on the second tank? Nancy MacKenzie Pitkin County Environmental Health X5076 Page I of I 4 Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 01/10/2001 NPio'ounty Community Development Nancy MacKenzie Pitkin County Environmental Health Department Subject: Stievelman Septic System Dear Nancy, I visited Lot 4, Aspen Valley Downs (Stievelman Residence) on 1/11/99 and determined that so long as the septic system complies with Environmental Health stream setback requirements from Salvation Ditch, there are no 1041 concerns with septic system development outside of the approved building envelope. This does not have the effect of allowing development other than the septic system outside of the building envelope. Gabe Preston Planner CC: Jeff Hancox __ ---l- :- .._ r, 0 Aq_qnnintP. ENGINEERS & GEOLOGISTS January 24, 2001 Robert Trown & Associates, Attn: Jeffery Hancox PO Box 6820 Snowmass Village, CO 81615 Subject: Installation Observation, Proposed Stievelman Residence Lot 4, Aspen Valley Downs Pitkin County, Colorado Job No. 10559 Mr. Hancox, 0 As requested, we observed the installation of the onsite wastewater system (OWS) for the site on January 3, 2000 and January 16, 2000. The OWS was designed under our Job No. 10559, dated January 11, 2001. The system includes the installation of a 2000 -gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet, followed by a 2000 -gallon, two-compartment precast concrete septic tank with a dosing siphon. Six chamber -beds were installed, as indicated on Figure 1. Beds `A' have 2 rows of 1 I chambers, and beds `B' have 3 rows of 1 I chambers, for a total infiltrative area of 2387 square feet (SF). A distribution box with flow regulators was installed to distribute effluent among the chamber -beds. The distribution box is large enough to handle the discharge from the dosing siphon. The irrigation ditch to the north of the drain field has been lined appropriately with a PVC liner 188 feet from the drain field. Photos are included as Figure 2. 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. CHURCH and Associates, 2 copies sent copy to APEHD, Attn: Nancy MacKenzie (original photos to county) copy to Dakota Development Group, Attn: Lee, 309A Aspen Airport Business Center, Aspen CO 81611 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 303.463.9317 Fax: 303.463.9321 EVERGREEN 303.816.1455 ) LOVELAND 970.663.2124 LOT 4, ASPEN VALLEY DOWNS / PITKIN COUNTY, COLORADO / W / / „W l whn ENCASE WATER LINE WITHIN 10 FEET OF PROPOSED DRAIN FIELDS WITH SCH 40 PVC PIPE 2 INCHES GREATER IN DIAMETER THAN WATER LINE AND WATER TIGHT CONNECTIONS (IF NECESSARY) I EXISTING WELL FROM DISTRIBUTION BOX WITH \ FLOW REGULATORS ON OUTLETS. JOB NO. 10559 u 1' 0 r SCALE 1"=60' ........... \ PROPOSED B \ BEDROOM RESIDENCE / CLEANOUTS / NOTE: CLEANOUTS ARE BE PLACED AT 100 FOOTINTERVALS ALONG DOSING PVC LINE. 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH q� AN EFFLUENT FILTER ON THE OUTLET 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK /WITH A DOSING SIPHON IN THE SECOND COMPARTMENT NOTE: ,-----'IRRIGATION DITCH IS LINED WITHIN / 188' OF DRAIN / FIELD /' I 2387 SF OF INFILTRATIVE AREA / IN 6 GRAVELLESS BEDS. BEDS / "A" MUST HAVE 2 ROWS OF II CHAMBERS, BEDS "B" MUST HAVE A 3 ROWS OF 11 CHAMBERS. / B / A j AA / / / / / / 1/24/01 OWS AS -BUILT DRAWING / FIGURE 1 / 9 • Odb+- 0 0 ' `N'. �y.00 0 CHURCH & Assoc ENGINEERS & GEOLOGISTS January 11, 2001 Robert Trown and Associates, ATTN: Jeffery Hancox P.O. Box 6820 Snowmass Village, Colorado 81615 0 Inc. �- I /01 I � i Subject: Subsurface Investigation and OWS Design, Proposed Stievelman Residence Lot 4, Aspen Valley Downs Pitkin County, Colorado Job No. 10559 Gentlemen: As requested, we are providing this OWS design for the subject site. The subsurface investigation and percolation test was performed on November 8, 2000. All previous designs and/or revisions should be discarded to avoid confusion. SITE CONDITIONS - The site is a 20 -acre parcel with a 2 -acre building envelope. The lot has a moderate cover of grasses with random shrubs and small trees. The proposed field area has a 3-5% slope to the southwest. The proposed structures will be served by an onsite well located 238+ feet from the proposed drain field. An irrigation ditch is located north of the proposed field area. The irrigation ditch will need to be lined if the required setback distance of 188 feet cannot be met. If a pond is proposed within 188 feet of the drain field it must be lined appropriately. PROPOSED CONSTRUCTION - A six -bedroom residence having greater than 6000 square feet (SF) is proposed at the location presented on Figure 1. We are sizing the OWS based on six bedrooms and 1560 Gallons Per Day (GPD) using Aspen/Pitkin Environmental Health Department (APEHD) loading of 130 gallons per day per person. The average daily sewage loading is 1560 GPD and the design loading with a peaking factor of 1.75 is 2730 GPD. The loading includes washing machines and garbage grinders. SUBSURFACE CONDITIONS - Subsurface conditions were investigated by excavating one profile pit and four percolation holes in the proposed field area. Subsurface materials consisted of sandy clay with sparse roots to four feet, underlain by clayey sand with scattered rock fragments to the maximum depth explored of 10 feet. No bedrock or ground water was encountered. Percolation tests indicate rates of 13 to 80 minutes per inch (MPI). The average percolation rate is 38 MPI. RECOMMENDATIONS - Two septic tanks, a dosing siphon, and six chamber -beds must be installed at the locations presented on Figure 1. The OWS design is based on an average sewage load of 1560 GPD and a percolation rate of 38 MPI. The installation must include a 2000 -gallon two-compartment, precast concrete septic tank with an effluent filter on the outlet, to be followed by a 2000 -gallon two-compartment, precast concrete septic tank with a dosing siphon in the second chamber. A 250 -gallon dose is required. Six chamber -beds, four beds with two rows of 11 and two beds with three rows 11 chambers, must be installed, as indicated on Figures 1 and 2. A distribution box with flow regulators should be used to distribute effluent efficiently throughout the beds. The distribution box must remain accessible after installation so that the DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80032 303.463.9317 Fax: 303.463.9321 ()/00 S CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 LOVELAND 970.663.2124 • Subs c Investigation and OWS Design Job No. 10559 Page 2 flow regulators may be monitored and adjusted as needed. If access cannot be maintained, a flow splitter basin with flow regulators must be installed in place of the distribution box. The distribution box must have a minimum of seven outlets to be able to effectively distribute a 250 -gallon dose. 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 beds should be scarified with a pick, shovel, or backhoe bucket teeth prior to the addition of dispersal gravel or chambers. The surface of the field should be seeded after installation of the beds. A native seed mix should be placed. 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. In the absence of a monitoring program, the septic tank should be pumped every 2 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 - A contractor experienced in OWS installation should install the OWS. Our investiga- tion, layout, design and recommendations are based on data submitted. If subsurface conditions consider- ably 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 firth 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 and install the OWS accordingly. The county and our firm must be notified upon the completion of the OWS If there are questions or if we can be of further service, please call. I EOC/trp/erb 2 copies sent copy to Dakota Development Group, Attn: Lee, 309A Airport Business Center, Aspen, CO, 81611 uV LOT 4, ASPEN VALLEY DOWNS / PITKIN COUNTY, COLORADO / bUALL 1"=60' i / \ i .......... \ / r PROPOSEDpoopolm \ / \ a / BEDROOM RESIDENCE / ENCASE WATER LINE WITHIN 10 FEET OF PROPOSED DRAIN FIELDS WITH SCH 40 PVC PIPE 2 INCHES GREATER IN DIAMETER THAN WATER LIP WATER TIGHT CONNECTIONS (IF NECESSARY) N EXISTING WELL �, AND SETBACK FROM WELL DISTRIBUTION BOX WITH \ FLOW REGULATORS ON OUTLETS. ' .... m 0 I i CLEANOUTS / y. / b: OTE: /CLEANOUTS TO BE PLACED AT 100 FOOT INTERVALS ALONG DOSING PVC LINE. FA NOTE: IRRIGATION DITCH MUST BE LINED WITHIN 188' OF DRAIN FIELD 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET • 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK • WITH A DOSING SIPHON IN THE SECOND COMPARTMENT 2387 SF OF INFILTRATIVE AREA / IN 6 GRAVELLESS BEDS. BEDS / 'A' MUST HAVE 2 ROWS OF II / CHAMBERS, BEDS "B" MUST HAVE 3 ROWS OF II CHAMBERS. / / / / / / / / 1/11/01 JOB NO. 10559 SITE PLAN AND LOCATION OF / FIGURE 1 PROPOSED OWS / l FA NOTE: IRRIGATION DITCH MUST BE LINED WITHIN 188' OF DRAIN FIELD 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET • 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK • WITH A DOSING SIPHON IN THE SECOND COMPARTMENT 2387 SF OF INFILTRATIVE AREA / IN 6 GRAVELLESS BEDS. BEDS / 'A' MUST HAVE 2 ROWS OF II / CHAMBERS, BEDS "B" MUST HAVE 3 ROWS OF II CHAMBERS. / / / / / / / / 1/11/01 JOB NO. 10559 SITE PLAN AND LOCATION OF / FIGURE 1 PROPOSED OWS / 0 TYPICAL PLAN VIEW - N.T.S. BED TYPE "A" (4 EACH) - BED TYPE "B" (2 EACH) 4" SDR 35 PVC OBSERVATION/VENT PIPE TYPICAL CROSS-SECTION - N.T.S. 4" SDR 35 PVC BSERVATION/VENT PIPE W TH CAP 3.5' MAX 1.5' MIN. MIN EXTENT OF EXCAVA CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA MAIN RESIDENCE = 6 BEDROOMS, >6000 SF LOADING = 130 GAL/DAY/PERSON AVERAGE LOADING = 1560 GPD PERCOLATION RATE = 38 MPI AREA = (1.75 X q XRT)/5 AREA = 3366 SF REDUCTION FOR USE OF CHAMBERS - 30% TOTAL AREA = 2356 SF GRAVELLESS CHAMBER 3' BY 6.25' 75' �4" SDR 35 PERFORATED PVC PIPE PLACED ON GROUND SURFACE ACCORDING TO MANUFACTURER SPECIFICATIONS (PIPE INSTALLED LEVEL) TOTAL - SIX BEDS 4" SDR 35 PERFORATED PVC PIPE PLACED ON GROUND SURFACE ACCORDING TO MANUFACTURER SPECIFICATIONS SLOPE FOR D RgINAGE GRAVELLESS CHAMBER 3' BY 6.25' BED SPECIFICATIONS NUMBER OF BEDS = 6 LENGTH OF EACH BED = 68.75 FEET, 11 CHAMBERS WIDTH OF BEDS "A" = 6 FEET, 2 CHAMBERS WIDTH OF BEDS "B" = 9 FEET, 3 CHAMBERS TOTAL NUMBER OF CHAMBERS = 154 CHAMBERS TOTAL AREA = 2387 SF DRAIN FIELD DETAILS 6 EFFLUENT INLET (1/8" PER FOOT DROP) LEVEL MANIFOLD TRIBUTION BOX V 7 OUTLETS) 4" SDR 35 SOLID PVC PIPE (SCHEDULE 40 UNDER DRIVE; 1/8" PER FOOT DROP) EFFLUENT LINES TO ADDITIONAL BEDS TYPICAL DISTRIBUTION BOX - N.T.S. PLAN 3 APPROX. VIEW r OUTLETS ROX. INLET CONCRETE DISTRIBUTION -BOX OR EQUIVALENT BAFFLE OUTLETS �4" SCHEDULE 35 PVC PIPE rINLET INLET OUTLET VIEW VIEW ■ MINIMUM OF SEVEN OUTLET BOX REQUIRED TREATMENT UNIT SPECIFICATIONS MINIMUM TOTAL CAPACITY - 1.75 X q X (30 HOURS/24 HOURS) _ 3412.5 GALLONS RECOMMENDATION - ONE 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET FOLLOWED BY ONE 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A DOSING SIPHON IN THE SECOND COMPARTMENT "T08" 1.5' A PROX. -OUTLET 1' AP ROX. INLET OUTLET VIEW VIEW ■ MINIMUM OF SEVEN OUTLET BOX REQUIRED TREATMENT UNIT SPECIFICATIONS MINIMUM TOTAL CAPACITY - 1.75 X q X (30 HOURS/24 HOURS) _ 3412.5 GALLONS RECOMMENDATION - ONE 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET FOLLOWED BY ONE 2000 -GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A DOSING SIPHON IN THE SECOND COMPARTMENT y^ CHURCH & ASSOCIATES, INC. Dosing Siphon System 2WO-GALLON TWO-COMPARTMENT PRECAST CONCRETE SEPr1C TANK Inlet Slope Ground Away From Riser Cord Grip To Dose Counter Drowdown Dose Courtier Float Dosing Siphon/ Orenco or Equivalent Disclosure: The owners of Church k Associates, Inc. are also own S.C.G. Enterprises, Inc. which distribute Orenco Systems Inc. Products. Patent # 4,439,323 ® 1997, Orenco Systems, Inc. JOB NO. 10559 Fiberglass Gosketed Lid with Stainless Steel Bolts PVC Riser with Grommet (bond to tank adapter with recommended adhesive) 1' Vent Piping Tank Adapter (cast or bolted) Discharge Fittings —Effluent Discharge (3' dia. transport line required) 2' Flexible Hose Assembly with Quick Disconnect 0118 Orenoo Systems® lr=rporaimf 1/11/01 FIGURE 3 Profile: TABLE 1 - PERCOLATION TEST RESU•S Lot 4, Aspen Valley Downs Pitkin County, Colorado feet description DATE OF TEST: 11-08-00 0'-4- lay, sandy, silty, stiff, moist, red, roots 4' - 10' Sand, clayey, very stiff, moist, red, rock fragments NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION 1 52" 20 4.50 7.50 AVG. DEPTH TIME DEPTH DEPTH INTERVAL HOLE HOLE 6 CHANGE, 6.00 OF HOLE, INTERVAL START, END, PERC PERC. NUMBER 5.25 (INCHES) 11 (INCHES) (MINUTES) (INCHES) (INCHES) RATE (MPI) RATE, 13 13 IMPII 1 52" 20 4.50 7.50 3.00 7 20 2.75 6.00 3.25 6 20 6.00 8.00 2.00 10 20 3.50 5.25 1.75 11 20 5.25 6.75 1.50 13 13 3 54" 20 3.00 4.75 1.75 11 20 4.75 5.75 1.00 20 20 5.75 6.75 1.00 20 20 2.25 3.50 1.25 16 20 3.50 450 1.00 20 20 NUMBER OF HOLES: 4 AVG PERCOLATION RATE (MPI): 38 Job No. 10559 Profile: TAVE 1 CONT - PERCOLATION TESTRESULTS Lot 4, Aspen Valley Downs Pitkin County, Colorado feet description DATE OF TEST: 11-08-00 0' - 4' lay, sandy, silty, stiff, moist, red, roots 4' - 10' Sand, clayey, very stiff, moist, red, rock fragments NO GROUND WATER WAS ENCOUNTERED WITHIN THE EXCAVATION AVG HOLE DEPTH TIME DEPTH DEPTH CHANGE, INTERVAL HOLE NUMBER OF HOLE, INTERVAL START, END, (INCHES) PERC PERC. (INCHES) (MINUTES) (INCHES) (INCHES) RATE (MPI) RATE, (MPII 4 45" 20 3.00 4.75 1.75 11 20 3.25 4.25 1.00 20 20 4.25 5.50 1.25 16 20 3.50 4.75 1.25 16 20 4.75 5.25 0.50 40 40 NUMBER OF HOLES: 4 AVG PERCOLATION RATE (MPI): 38 Job No. 10559 0 0 04 N O" N h m �3 i • Elm ♦ 9 0 0 0 01/12/99 TUE 08:48 FAX 1 9705 5938 SCHMUESER GORDON MEjo 1 o+a.rnrs Sa+,oves GM Glenwood Springs Office FAX: PROJECT: SCHMUESER GORDON MEYER, INC. 118 WEST 6TH STREET, SUITE 200 GLENWOOD SPRINGS CO 81601 (970) 945-1004 (970) 945-5948 As--PURu'gy T%WNS PROJECT NO: I 7( ' TO:JE�F +'Oct' -t Kobc�LT I flaWtJ �1 I I Original mailed. COMM Aspen Office: (970) 925-6727 FAX: (970) 925-4157 DATE: J a N I Z Clg FAX: C1 Z 3 - Z Stq CONpfDEN AMITY NOTICE Original not mailed. This facsimile transmission (and/or documents accompanying it) may contain confidential information belougiag to the sender which is Protected by the engineer/(tient privilege, The information is intended only for the use of the individual or entity named above, If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of tb[s information is strictly prohibited. If you have received this transmission in error, please immediately notify to by telephone to arrange for return of the documents. Thank you. 0 001 Total pages (including this page): Please call if this amount of pages was not received. 01/12/99 TUE 08:48 FAX 1 97045 5948 C)(S WATER SYSTEM SCHMUESER GORDON MEd ASPEN VALLEY DOWNS Aspen Valley Down is served by three water systems. Each system is composed of a well and a holding tank. From the holding tank, water will flow to a pittess well for each individual lot. Each lot will pump water for the home, from the pittess well to their individual on-site water facilities, This water will be metered at the pitless well. Two-inch waterlines serve each building envelope. Each holding tank has three floats in it to operate the system well pump; Float 1 - high water; float 2 - operating water level; float 3 - low water. A flashing red light will activate at the well site when the low water float is activated. Low water will allow an average day's use of 350 gallons per day for each house as a reserve. The common part of each water system is the well, well pump, tank and floats. The individual part of each water system is the pitless well and pump, water meter and waterline to residence. The homeowner is responsible for all improvements inside the building envelope. Itis our opinion each house will need at least one "in-house" pressure tank, Each house is to have a sprinkler system. A private fire cistern will be supplied by the common water system. The size of this private fire cistern and pump is dependent on house size and sprinkler system design. The water system has been designed to accommodate 5000 square feet of landscape irrigation per lot. Lots 1,2 & 3 Water System This water system is located on Lot 1. Well 4 serves this water system and produces more than 27 gallons per minute. A 6000 gallon tank is buried near the well. Lot 4 Well 5 serves this lot. Only the well exists, as it is an individual well for a single lot. Total well production is 11.6 gallons per minute. GORDON MEYER, INC. 1 Z002 01712/99 TUE 08:49 FAX 1 97it5 5948 SCHMUESER GORDON MA Lots 5 & 10 Water Sygern This water system is located on common open space below Lot 7, Well 8 serves this water system and produces more than 34 gallons per minute. A 4000 gallon tank is buried near the well. Lots 6. 7, 8 & 9 Water System This water system is located on Lot 8, Well 1 serves this water system and produces more than 30 gallons per minute. A 6000 gallon took is buried near the well. Attachments: Well legal description, well driller's report, pump test report, State drinldng water test results. RT:714619 SCHMUESER GORDON MEYER, 16003 01/12/99 TUE 08:49 FAX 1 9705 5948 (303)925.6727 FAX(303)925.4157 Well #5 DescriDtion SCHMUESER GORDON Me Z 004 is avpe.w EYM P.O. Box 2155 ..,.� Aspen, CO 81612 JOD #7146 August 11, 1992 A well situate in Section 4, Township 9 South, Range 85 West of the 6th Principal Meridian, Pitkin County, Colorado being more particularly described as follows: Said well lying 726.73 feet north of the southerly line of said Section 4 and 2868.93 feet east of the westerly line of said Section 4 and whence the Witness Corner to the southwest corner of said Section 4 bears N 89-58-09 W 2869.53 feet. (Lot 4) 1001 Grand Ave., Sufte 2E • Glenwood Springs, Colorado • (303) 945-1004 01/12/99 TUE 08:49 FAX 1 970 945 5948 SCIURRESER GORDON" 2 005 WELL COMPLE1WN AND TEST REPORT rOR OFFICE USE ONLY STATE -OF COLORADO, OFFICE OF THE STATE ENGINEER k WELL PERMIT NUMBER MH-1e93Ds OWNER'S NAME(S) Micheal Underwood Aspen Valley Rn MallingAddress P. 0. Box 250 City. St Zip Voody Lreek. Co. 81256 Phone 303 92S-2017 APPROVAL# OWS31 al1W WELL LOCATION AS DRILLED _ SV 1/4 SE 1/4 Sec. 4 Twp. 95 Range 859 DISTANCE FROM SEC. LINES: Ft From Sec. Line. And Ft. From Sea Line_ Or SUBDIVISION: LOT BLOCK FILING (UNII) STREETADDRESS AT WELL LOCATION: 4.1 GROUND SURFACE ELEVATION ft. DRILLING METHOD: Air Rotary DATE COMPLETED 05,'11/92 TOTAL DEPTH 400 ft. COMPLETED DEPTH 400 ft. .i. GEOLOGIC LOG: In own TYPO or H"M (Size. calor. T_me and water uaatedl _ 000-018 To it 018-400 No San la Returns Probably State _ 9.0 D . 0 3 0 6.5 30 400 -Bridcre Formation 7. PLAIN CASING OD(in) Kind Wall Size From (ft) To (ft) I 0.2401 0.0 1 30 300 _PERF. $1CLG.: 5; 5 PVC 0.250 300 400 WATER LOCATED : 300+ S. Filter Pack Material 9. Packer Placement Type Size Depth j Interval _-..,,!ARKS'#5 10. GROUTING RECORD Malaria! Amour Deruhy Inlsrval Plan l cement 3 sks 16 al/s 0-30 ilred riIINFECTION : Type HTH Amt Used 4 oz. 6 % i I. TEST DATA : [ ) Check Box If Test Data Is Submitted On Supplemental Form. `TI!vr3 METHOD Air coepreasar WaTIC Level: 1y1.1 n. Uate/IlmeMeasurea US/14/92 rroouction Hate 11 gpm Pumping Level: Total R Datefrime Measured 05/14/92 Test Length (hrs) 2 Remarks : I rvtw read ew erarernenlB made and Wrew Irp wntenk tlweol. aM Ihat that era hue le mt-Yno.Mdge FY9uent ro Sewion 2L -*t Oe 11 eqa Cas. 41e meluy of telco ctalananis twain rLne111U166 perkayN trw esrmo dO7w arW b Dunenanla a9 8 dea91 msdemearror.) CONTRACTOR: Shelton Drilling Co. Phone. 303-927-4182 Lir-No. 1095 Mailin Address : PO Box 1059 Basalt Co. 816 Nemo / T11e (Please Type or PnM Vayne Shelton / Owner sign pare 05/26/92 01/12/99 TUE 08:50 FAX 1 9705 5948 SCHMUESER GORDON MEJJ SAMUELSON PUMP CO. P.O. BOX 297 GLENWOOD SPRINGS COLORADO 81602 Aspen Valley Ranch 9 Mike Underwood P.O. Box 189 Woodycreek, Co. 81656 E 30. e R.E. Well N5 Atten: Mike WATER SYSTEMS SALES, SERVICE 6 INSTALLATION 945-6309 May 28, 1992 On May 13 thur 14 a well test was conducted on a new well on the Aspen Valley Ranch. The following information was obtained; Well Depth ------------------400'-0" Casing size top ----------- 7"(steel) Standing water level --------190'-5" Total test time -------------24 hrs. Max. drawdown to pump intake Total production is 11.6 gpm, Hardness 93 grains/gal. Iron 1.9 mg/l pH 6.7 TDS 1140 This test was conducted with a 3 hp. Goulds submersible Model 25EL. If you have any questions please call me Raun Samuelson at 945-6309. Sincerely; Raun Samuelson a 006 01/12/99 TUE 08:50 FAX 1 9705 5948 JOHN C. GRANO JONC1 d39 NORTH AVENUE SCMaTESER GORDON ME7MR. KEPHART & CO. ION I-HORMORE ANALYTICAL REPORT Received tium: Samuelson Pump Co. Glenwood Springs, CO GRAND JUNCTION, COLORADO 91301 2007 none 2336 Water Customer No. _. _ ._ Labontmy No. Snnpte 6/15/92 7/13/92 Data Received Date Reported Lab number 2336 Limits for DrinkingSuggested ggested Sample ID Aspen Valley by Colo. Dept. Health Downs Well #5 Arsenic(As) 0.000 mg/l 0.05 mg/1 Barium(Ba) 0.25 mg/l 1.0 mg/l Cadmium(Cd) 0.0001 mg/1 0.01 mg/l Chromium(Cr) 0.000 mg/1 0.05 mg/l Fluoride(F) 1.06 mg/l 4 mg/1 Liead(Pb) 0.000 mg/1 0.05 mg/1 Mercury(Hg) 0.00000 mg/l 0.002 mg/l Nitrate(N) 0.047 mg/1 10.0 mg/1 Selenium(Se) 0.003 mg/1 0.01 mg/1 Silver(Ag) 0.0000 mg/1 0.05 mg/l Color(Co/Pt unit) 0 none PH 7.25 none Conductivity@25 deg. C 2500 umbos/cm none Sodium(Na) 9 mg/l 20 mg/l Calcium(Ca) 2B7 mg/1 none Magnesium(Mg) 117 mg/1 125 mg/l Potassium(K) 7.4 mg/l none Chloride(C1) 13 mg/l 250 mg/1 Sulfate(SO4) 900 mg/l 250 mg/l Phenol. Alkalinity(CaCO3) 0 mg/l none Total Alkalinity(CaCO3) 350 mg/1 none Bicarbonate(HCO3) 424 mg/l none Carbonate(CO3) 0 mg/l none Dissolved Solids 1760 mg/1 500 mg/l Hardness (CaCO3) 1200 mg/1 200 mg/l Turbidity(NTU) 11 1 Boron(B) 0.073 mg/l none Copper(Cu) 0.007 mg/1 1.0 mg/1 Iron(Fe) 1.56 mg/1 0.3 mg/l Manganese(Mn) 0.010 mg/1 0.05 mg/1 Molybdenum(Mo) 0.001 mg/1 none Ammonia(N) 0.100 mg/l none Phosphate(P) 0.00 mg/l none Zinc(Zn) 0.043 mg/1 5.0 mg/1 Lab Dir.: Brian S. Bauer a; O k r Y OLD 066 CH 9040 -PEPS �1 -- •� •� . v Vbr. ii HATCHM AREA lS ACRICUL TURAL EASEMENT LOT 10 I.I . 17—�04wfq t'�` L 0 T 4 SAs"� 17.684 Acs .+— / kd�oh16 + \ /s F I ti \ BUILDIMQ ENVELOPE \ 2.000 Ams +/- +see set ` I / \ \ArCO obi 20' WELL \+ EASEMENT / 9 SAL 1 TION DITCH rt + I L OR/yEIYAY AS LOT 2 ?0' DRI✓WAV 1 BU T. � � 1 it I � a t � 1 /41nd5 i7ErOW AMMXXE I mm. WvAyaf M AT- a� 6t71e7AEWr SSSY++A1�tl77MNNpiMMV WZ � Axry / / / / LOT 3 sbAw doarr+ftV a C*Awo* pelt Mm mmW nwnnww o any 4WW a<r w. #&Wd Won OW h/vvr s. Aotr so NO = Z give P" fume" 'mq4 ,�"two or�"WAOSW Mwow V 0a *4 �^wV AWN AV Awe *,/ Abff offftftwow" AW&M S'URffr0RS t.i SMWIP,SA'R 0OR00Ar AfFTFR \N9• I ,Srf Afcr1F'SF,R CORP01Y A ,rFR INC. !16 i/. 6th Stmet; Suite 200 G�MWOOd Springs, Colorado B160l ('970) 9445-10044 /FA,f'� 9445-594'8 Aspen, Colorado ('970) 92'5-67,29' LOT I IjfPROdTlE'�l EYVF SlIRVEF &RAPHIC SCALE w +w On (arm) I mon - soo rt Surveyor's CertrYicate.- 1, Kenneth R. Mon, beit? a Registered Land Surveyor in the State of Cokyado, d hereby cerdNjr that this #rrprawment swvey was ?made under my supervision and is true and correct to the best N my b&W and knonledge. l further certify that the *Povernents on the above described porn* on this dote, 12:Aug. 1997, except utility connections are entirety withn the dwmob►ies of the pare/, except as shown, that there aro r� enerotwhments goon the deeenbed premises by improrernats on any odfi *ft premises except oar indicated, and that the is no qAoarMnt evidence_ or of �•pedwe4�nt except as noted r Kenneth DESCRIP77ON LOT 4, ASPEN VALLEY M,MNS StAMWSYOV P. STAT£ OF COLORADOaa>ord' to the pbt d in Plot Book 28 at Paps 7-94, Legend and Notes: - • indicates to" No 3 rebor and plastic cap LS 15710, - O indAmi4w setom wnwnt 15 rvbor and Yes ow Plastic Cap (YPc), LA 15710 Beevdngs are found manutnents as shown. rhis survey claw nd reproeent a title search by this surveyw to detenwmU ownerahr'p or to discover easements or otherom n Brom a of record. All information pertak* to ow~st*, easements or other encumbrances of rt•ard has been token from a title insurance oo m*&?W.t bwved by MA -in County Tbe, Inc. dated 2 Judy 1997 ub. ACT 12077. - /his property is st*vct to apparent easements for existing utilities and imd9ation ditches. Fences are shown bacon for infor►»otion only and do not necessorilly represeW limits of ownership. 14, 1992 ✓ob No. 7f4W Orvwn by: APF Dots. A!/C W, d 1 Apar. M" AT 1 1 OF