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HomeMy WebLinkAboutpitkin.eh.264316104001 (2002)(Main House)(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. Permit # 03043 0 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # 2643-161-04-001 Type of permit New x Repa Name of Owner Bill and a Braun Street Address 400 Woody Creek Rd. Property legal description Braun Size of lot 35 acres Water source Private well # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Addition/Remodel to House Total square footage of the house 9,899.5 # of offices, lofts & similar sized rooms in house Gym Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit FIVE: 4 Bedrooms + 1 Gym Church & Associates Permit information Mailing Address 4501 Wadsworth Blvd., Wheat Ridge, CO 80033 Perc rate 10 Profile hole depth loft Depth to groundwater or bedrock +10FT Minimum Septic tank capacity 2844 gallons Minimum Absorption area 1439 sq ft/ 30% red. = 1007 Com Septic permit approved per compliance with the engineer design and specifications dated August 6, 2003. 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. Engineer has made the statement that 50 ft separation from creek and absorption field is appropriate to prevent contamination. Design is for one 2,000 gallon, single compartment concrete tank followed by one 1250, two compartment concrete tank with an effluent pump and two chambered beds. Bed "A": 3 rows of 11 chambers =33, Bed "B" : 4 rows of 8 chambers = 32. Total: 65 chambers. 1.25 " laterals to be suspended within the chambers. 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: LaC, Date: 0 ,,, ", L g lI f I r v Plans and specifcations of the p oposed 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 t ! permit before the final approval will be issued. Installer: // �.L 2 r_ I4r.�stiz.r Final approval: ' �� � Date: 4d v Rug 08 03 09:21a Pitkin 0 Co Env. Health (970)920-5077 40 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER B u Owner's Mailing Address 190. 331 City, State, Zi hect— '91(05-6 Business Phone: Home Phone: o)5 - 3 6 E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name aL-h(V Schwhemer Company Iv)1be/ Contact Mailing Address 409 0) AAKI City, State. Zi Business Phone: Cell Phone: 3 1 110a Fax: a5-5315- E-mail Address: at 920-5160 or at www.pitkinassessor.ora) o� � n 31I .. 1 6 1 Street address of property t0 D (Awty f rc,a, f.pCJ — worn. f wtt, Legal Description: Lot ,Block ,Filing Size of lot: 35' acres. Type of proposed structure: Total square feet of house 9 sm'.5 # of bedrooms (potential) in house 5 Caretaker Unit Attached ( ) Detached ( X ) 6 ye4bkl b6d,'1 d,u1 t i 4c, Total area(sq. ft.) of # of in 1 Permit is for. New Home (i() Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ()<) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISOS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder. if any, will he 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 cistems, drain tites, irrigation ditches, lakes, water courses, streams, floedplains, 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. P. The Pilkin County 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 128 0 Received by �/�`�_ irl o fl ceipt # - 5 Date V) sh G.Gsdsltsds appliclisdsapp Rev050103.doe o"' 0 0 Pitkin County Environmental Health Department Contact Log Sheet Name: Aa Parcel ID#: Address: Date Person S oken To Comments I Action to be Taken Initials Time o LA Pitkin County Environmental Health Department Contact Log Sheet UNA A MM l MM int♦� aF. MMM -_ __ MM -_ __ MM __ 40 Engineer's Submittal for Septic Permit in Pitkin County Owner's Last Name: BRAUN Location: Summary of information regarding new septic system: Type of system being proposed: GRAVELLESS CHAMBER -BEDS Other treatment processes being used: EFFLUENT FILTER Does the system use any mechanical parts? (Prohibited unless there is no alternative) YES If yes, explain why there are no alternatives A PUMP LS REQUIRED DUE TO ELEVATION DIFFERENCES AND FOR DOSING Does the system require any maintenance other than routine pumping? YES If yes, who will do the maintenance? CLEAN FILTER WHEN SEPTIC TANK IS PUMPED Are any reductions being proposed? YES If yes, what makes the lot and soil conditions optimal? GOOD PERCOLATION RATES AND PROPOSING GRAVELLESS CHAMBERS Which of the following are on the site or within setbacks? Closest distance of septic system to each feature 11100 year floodplain N/A [Xj well(s) 202+ FEET [] irrigation ditches N/A [X] streams 50 FEET [] ponds NL [) other N/A What was the profile hole depth? 10 FEET What is the depth to groundwater? N/A What is the depth to bedrock? 1A What assumptions, if any, were made in system sizing and design? (Include any local, site- specific data, such as months without snow cover, ratio of evaporation to absorption, etc. that are If there are any variations from normal design, please explain how they can be demonstrated to improve treatment and protect water quality. NONE 0 0 0 jima@co.piddn.co.us, vicldm@co.piddn.co.us, tonyf@co.pitkin.co.us, nancyb@co.pitkn.co.us, stephd@co.p To: jima@co.pitkin.co.us, vickim@co.pitkin.co.us, tonyf@co.pitkin.co.us, nancyb@co.pitkin.co.us, stephd@co.pitkin.co.us From: Nancy MacKenzie <nancym@co.pitkin.co.us> Subject: 401 Woody Ck - Bill Braun Cc: Bee: Attached: EH has 'finalle the septic permit, so that part is okay for the CO. However Vicki had let me know that they were supposed to have a PM10 mitigation plan. The have not contacted us about a PMI 0 plan. Printed for Nancy MacKenzie <nancym@co.pitkn.co.us> Nancy Mackenzie From: Nancy Mackenzie Sent: Monday, February 13, 2006 3:25 PM To: Vicki Monge Subject: RE: 0401 Woody Creek Road, Braun I based the CO okay on our finalizing the septic permit. I don't have any info on what they were required for PM10. They have not contacted us on their PM10 mitigation plan. So based on PM 10, NO they can't have their CO. From: Alicia Gomez Sent: Monday, February 13, 2006 9:57 AM To: Vicki Monge Cc: Nancy Mackenzie Subject: RE: 0401 Woody Creek Road, Braun VGc2L, Nav,,c� told wee It WAS oil to issue the 6o for It ov. i/2.4/06, so i'vw ossuvv.CVLa that the PMiO reclui,revAevut has beevL vuet. Alicia 6l -+/NR X5027 From: Vicki Monge Sent: Friday, February 10, 2006 1:47 PM To: Alicia Gomez Subject: 0401 Woody Creek Road, Braun Alicia, It looks like as of 11/23/04 Nancy had finaled the septic at this site, met. Parcel ID is 2643 161 04 001. Has that been accomplished, Thanks. Vicki 2/13/2006 but still needed the PM10 requirement to be and can we issue the CO? 0 Vicki Monge, Re: 391 Woody Creek Road, Braun To: Vicki Monge <vickim@ci.aspen.co.us> From: Nancy MacKenzie <nancym@co.pitkin.co.us> Subject: Re: 391 Woody Creek Road, Braun Cc: Bcc: Attached: The gg buildings were "WA" for F= Health since they had no plumbing. Haven t heard anything about their PM 10 mitigation plan At 02:01 PM 5/19/2004, you wrote: Folks, Are you okay with issuance of the CO for the new CDU/barn? Permit number is 1605.2002, parcel ID 2643 16104 001. Nancy, there is an email from you indicating that the PM10 mitigation plan must be approved prior to CO issuance. Has that been addressed? Nancy, also at this site, we had permits for 4 agricultural buildings -- hay barn, equipment storage shed, and 2 loafing sheds. Are these okay to close out? Thanks, allt Vicki Printed for Nancy MacKenzie <nancym@co.pitkin.co.us> Ci t: r� ti "h 7 a CHURCH 0 Associates, ENGINEERS & GEOLOGISTS October 19, 2004 Bill Poss and Associates Attn: Scott Ballard 605 East Main Street Aspen, Colorado 81611 Subject: Installation Observation, Proposed Main Residence Sections 6 & 16, T9S, R85W, 6h P.M. Pitldn County, Colorado Job No. 14702W Mr. Ballard, R7 OCT V PI '> ENVIRON" As requested, we observed the installation of the onsite wastewater system for the subject site on August 19 and 24, 2004. The system was designed under our Job No. 14702W -A, last revised August 6, 2003. The system includes the installation of a 2000 -gallon, single compartment, concrete septic tank followed by a 1250 -gallon, two-compartment, concrete septic tank with a pump in a Biotube® pump vault and a gravelless chamber -bed drain field. Bed `A' has four rows of eight chambers and bed `B' has three rows of 11 chambers for a total of 65 chambers and 1007.5 ft2 of infiltrative area. An automatic distributing valve was installed to distribute effluent to the drain field. An as -built drawing is included as Figure 1. The components of the OWS design were installed in conformance with our plans and specifications. Final electrical connections must be made by a licensed electrician. The construction foreman may activate the pumping system at his discretion. If there are questions or if we may be of further service, please call. CHURCH & Associates, Inc. ReviewGe Fiw� 12 i _ G Eric R. Burns Edward I Field Technician EOC/erb 2 copies sent Copy to PCEHD, Attn: Nancy MacKenzie DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123 BRAUN RANCH, MAIN RESIDENCE r SECTIONS 6&16, T9S, R85W, 6TH P.M. PITKIN COUNTY, COLORADO i 1007.5 SF OF INFILTRATIVE AREA IN TWO GRAVELLESS CHAMBER -BEDS. BED 'A' HAS FOUR ROWS OF EIGHT CHAMBERS AND BED 'B' HAS THREE ROWS OF II CHAMBERS FOR A TOTAL OF 65 CHAMBERS. FA 0 JOB NO. 14702W SEWER LINE H CLEANOUT OBSERVATION/VENT PIPES _VEL PVC MANIFOLDS - DISTRIBUTING VALVE I w RESIDENCE AS -BUILT DRAWING SCALE V 20' 7 PVC PUMP LINE EJ 2000 -GALLON, SINGLE -COMPARTMENT, CONCRETE SEPTIC TANK FOLLOWED BY 1250 -GALLON, TWO- COMPARTMENT, CONCRETE SEPTIC TANK WITH A • PUMP IN A BIOTUBE(R) PUMP VAULT IN THE SECOND COMPARTMENT. 10/19/04 FIGURE 1 I L_J ASPEN/PITKIN ENVIRONMENTAL 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 — 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 stain house.) Average Daily Waste Flow 1300 State Review Required? no Perc Rate —(1) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q— 2275 Absorptior Area (A= Q/5 X SQRT ) A = 1439 sq. ft. of absorption area required 93 infiltrator units without reduction A mndmum % r action 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: 30% REDUCTION FOR GOOD SOIL CONDITIONS AND PROPOSING GRAVELLESS CHAMBERS A = 1007 sq.ft. with reduction 65 infiltrator traits with reduction Type of system: [JAbsorption trenches []Absorption bed [X] Graveness chambers []Dry well []Seepage Pit []Other Minimum tank capacity 2844 gallons SETBACK FROM WELL # of feet = 202 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 152 SETBACK FROM DRY GULCH # of feet = 127 FINAL INSPECTION BY: 19YAVA a CHURCH Associates, ENGINEERS & GEOLOGISTS August 6, 2003 Bill and Gail Braun c/o Bill Poss and Associates, Atm: Scott Ballard 605 East Main Street Aspen, Colorado 81611 Subject: Revised OWS Design, Proposed Residence House Building Envelope Sections 6 & 16, T9S, R85W, 6' P.M. Pitkin County, Colorado Job No. 14702W -A Mr. and Mrs. Braun, As requested, we prepared a revised onsite wastewater system (OWS) for the proposed residence. The revisions are a based on a change in location for the drain field, dated May 17, 2002, under Job No. 14702W -A All previous designs should be discarded to avoid confusion. The subsurface investigation was performed on April 16, 2002. SITE CONDITIONS The property is in a rural residential area of Pitkin County, where OWS are required. The proposed drain field area has an 8% slope to the southwest and a moderate cover of native grasses, sagebrush, and scrub oak. The residence will be served by a well located 202+ feet from the proposed drain field. PROPOSED CONSTRUCTION A residence with an attached guesthouse having a totalf five bedroormg and a living area greater than 6000 square feet (SF) is proposed at the location presented 2. The OWS was sized based on 5 bedrooms and 1300 gallons per day (GPD) using Pitldn County Environmental Health Department (PCEHD) loading of 130 gallons per day per person. The sewage loading with a peaking factor of 1.75 is 2275 GPD. This loading includes washing machines and garbage grinders. SUBSURFACE CONDITIONS A subsurface investigation was performed by drilling nine percolation holes, 33.75 to 38.5 inches deep, and two profile holes at the locations indicated on Figure 2. Subsurface materials in Profile Hole 2 consisted of gravelly sand to the maximum depth explored of 10 feet. No ground water was encountered. Percolation tests performed in the area of Profile Hole 2, indicate percolation rates of 6 to 13 minutes per inch (MPI) with an average rate of 10 MPI. Percolation data is presented in Table 1. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.goo-church.com �j 303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123 0 RECOMMENDATIONS Revised OWS Design Job No. 14702W -A, 8/6/03 Page 2 The installation requires two septic tanks, an effluent pump and a two chamber -bed drain field at the locations presented on Figure 2. The OWS design is based on an average sewage load of 1300 GPD and a percolation rate of 10 MPI. The installation must include one 2000 -gallon, single -compartment, precast concrete septic tank followed by one 1250 -gallon, two-compartment, precast concrete septic tank with an effluent pump in a Biotube® pump vault and two chamber -beds. Bed `A' must have 3 rows of 11 chambers each and bed `B' must have 4 rows of 8 chambers each for a total of 65 chambers and 1007.5 SF of infiltrative area. A 1.25 -inch PVC lateral must be suspended within chambers with 3/16 -inch holes on 5 -foot centers facing upward, every fifth hole should face down. An automatic distributing valve is required to distribute effluent to the trenches. A pump with a total flow rate of 42.1 Gallons Per Mmute (GPM) and a Total Dynamic Head (TDH) of 37.8 feet is required to pump effluent to the field. The pump should be set to dose 150 gallons per cycle. Pump specifications are included as Figure 5. Based on our design utilizing pressure distribution and the evaluation of risk of contamination of surface water and ground water, it is not necessary to add eight feet additional distance for each 100 gallons of wastewater per day of design flow over 1000 gallons per day, as specified in the table to prevent contamination. A 50 -foot separation between the proposed absorption area, surface water or ground water is appropriate to prevent contamination. 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 chambers. The surface of the field should be seeded after installation of the fields. A native seed mix should be sown at the drain field to revegetate the surface. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the fields. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must be aware of and assume responsibility for maintenance of the system. In the absence of a monitoring program, 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 harmU 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 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 /4 • Revised OWS Design Job No. 14702W -A, 8/6/03 Page 3 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 PCEHD ISDS regulations and requirements. If there are questions or if we may be of further service, please call. Sincerely, CHURCH & Associates Inc. Timothy R Petz Project Manager EOC/trp/erb 3 copies sent i� Reviewed by: Edward O. Church, P.E. p0 R_EG/S+ 20 0 GyGF9c� 9;0 13172 ii �e �q& t /c� 5 L 3 N j om LL O Z ul M o 0 2 s EI111i1M��:o0 0 E I'ma! q Z O E Q O O Q 22 � c U. EE a ii rS t /c� 5 L 3 N j om LL O Z ul M o 0 2 s a N a a a a m P%'(HO.L) PeaH oiweuAa lelo.L c m m m e m c 7 c c L lO.j N m N Y O N V�j' ^'1 O N O O z Om y r V OI m N N N m N m N N= �� U c L a � c N � s� tlJ V N d y C O f!7 O. J O U m J C L W J C V n 3 J Z N m N N` 'J (n > D J m =pp J (n 7ra -a E _O C O J .V_r N� im�pp Ar N i Q N N N LL U a O J J ^N U C C U J C U Q IL = O J O. a F d N O m a a a tU v C 0 N N a tpp N Q O m E ¢ z m m i F O n Ro EI111i1M��:o0 I'ma! vvn���%����►I����/1����/lel I\\���8 a N a a a a m P%'(HO.L) PeaH oiweuAa lelo.L c m m m e m c 7 c c L lO.j N m N Y O N V�j' ^'1 O N O O z Om y r V OI m N N N m N m N N= �� U c L a � c N � s� tlJ V N d y C O f!7 O. J O U m J C L W J C V n 3 J Z N m N N` 'J (n > D J m =pp J (n 7ra -a E _O C O J .V_r N� im�pp Ar N i Q N N N LL U a O J J ^N U C C U J C U Q IL = O J O. a F d N O m a a a tU v C 0 N N a tpp N Q O m E ¢ z m m i F O n Ro PRO - 2: • 7 TABLE 1 - PERCOLATION TEST RESULTS Braun Ranch Pitkin County, Colorado DATE OF TEST: 4/16/02 feet description 0-10 Sand, gravelly, moist, red, with sandstone pieces NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION DEPTH INTERVAL AVG. HOLE OF TIME DEPTH DEPTH CHANGE, PERC. HOLE NUMBER HOLE, INTERVAL, START, END, (INCHES) RATE PERC. (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, 23.38 3.00 YMRII 1 33.75 20 11.00 16.25 5.25 4 20 16.25 20.38 4.13 5 20 20.38 23.38 3.00 7 20 23.38 26.00 2.63 8 M13 20 26.00 27.50 1.50 13 20 16.75 20.25 3.50 6 3 f 3825 1 20 f 16.00 1 21.50 f 5.50 1 4 20 21.50 25.00 1 3.50 6 20 25.00 27.63 2.63 8 ii�mmm MEMO , ���� 9 20 29.75 32.00 2.25 9 20 32.00 34.00 2.00 10 10 3 f 3825 1 20 f 16.00 1 21.50 f 5.50 1 4 20 21.50 25.00 1 3.50 6 20 25.00 27.63 2.63 8 20 27.63 29.75 2.13 9 20 29.75 32.00 2.25 9 20 32.00 34.00 2.00 10 10 ASG RERLTI43I5TE` {MPU { JOB NO. 14702W -A PRO - 2: ft i TABLE 1 (QQNT) - RERCO"T44M TEST RESULTS Braun Ranch DATE OF TEST: 4116102 Pitkin County, Colorado feet description 0-10 Sand, gravelly, moist. red, with sandstone pieces NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION DEPTH 20 INTERVAL AVG. HOLE OF TIME DEPTH DEPTIH CHANGE PERC. HOLE NUMBER HOLE, INTERVAL, START, END, (INCHES) PERC. 30.00 2.63 (MINUTES) (INCHES) (INCHES) (MPIE RATE, (INCHES) 21.25 5.25 4 20 12.25 17.00 4.75 4 rneon 4 35.5 20 14.25 20.13 5.88 3 20 23.63 20 2013 24.63 4.50 4 20 27.38 30.00 2.63 20 24.63 28.75 4A3 5 21.25 5.25 4 20 12.25 17.00 4.75 4 7 20 17.00 21.00 4.00 5 10 20 21.00 24.50 3.50 6 6 5 36 20 17.00 1 23.63 6.63 3 20 23.63 27.38 3.75 5 20 27.38 30.00 2.63 8 20 16.00 21.25 5.25 4 20 21.25 24.25 3.00 7 20 1 24.25 26.25 2.00 10 10 JOB NO. 14702W -A C) BRAUN RANCH SECTIONS 6&16, T9S, R85W, 6TH P.M. �PITKIN COUNTY, COLORADO SCALE V 40' 1 TYPICAL PLAN VIEW - N.T.E3. ODEL 6402 1.25" PVC LATERALS WITH EVERY 3/18" HOLES _ UTOMATIC DISTRIBUTING VALVE ON 5' CENTERS, EVERY FIFTH HOLE FACING DOWN GRAVELLESS CHAMBERS 3'x6.25' TYPICAL CROSS-SECTION - N.T.S. BACKFILL 4' MAX I I I BED 'A' EXTENT OFJ SCARIFY EXCAVATION SURFACE CALCULATIONS AND SPECIFI DESIGN CRITERIA STRUCTURE -5 BEDROOMS LOADING - 130 GAL/DAY/PERSON AVERAGE LOADING - d - 1300 GPD PERCOLATION TEST - 10 MPI AREA - (1.75 X Q X 40/5 AREA - 1439 SF REDUCTION FOR USE OF CHAMBERS - 30% TOTAL AREA - 1007 SF JOB NO. 14702W -A 0-,; PA 4" SDR 35 PVC OBSERVATION/VENT PIPE 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP \ 68.75' 3ED 'A' w FOUR TOTAL BEDS 1.5' MIN. SL0 FE FOR DRgINgGE -6' MIN BED 'B' GRAVELLESS CHAMBER 3' BY 6.25' BED SPECIFICATIONS NUMBER OF BEDS - 2 LENGTH OF BED 'A' - 87.50 FEET, II CHAMBERS WIDTH OF BED 'A' - 9 FEET, 3 CHAMBERS LENGTH OF BED 'B' - 50 FEET, 8 CHAMBERS WIDTH OF BED 'B' - 12 FEET, 4 CHAMBERS / TOTAL NUMBER OF CHAMBERS - 65 CHAMBERS v TOTAL AREA - 1007.5 SF 6' MIN. •1.25" LEVEL PVC MANIFOLD 2" PVC PUMP LINE AUTOMATIC DISTRIBUTING VALVE MODEL 6402 - N.T.S PVC RISER (INSULATED) 12' MIN. FROM EFFLUENT PUMPING SYSTEM AUTOMATIC DISTRIBUTING VALVE ASSEMBLY U 1.25" INLET AND OUTLETS TREATMENT UNIT SPECIFICATIONS z TOTAL MINIMUM CAPACITY - 1.75 x a X (30 HOURS / 24 HOURS) = 2844 GAL RECOMMENDATION - ONE 2000 -GALLON, SINGLE -COMPARTMENT, PRECAST CONCRETE SEPTIC TANK FOLLOWED BY ONE 1250 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH A PUMP IN A BIOTUBEOPUMP VAULT. DRAIN FIELD DETAILS REVISED FIGURE 3 Typical Two Septic Tank Diagram with Effluent Pumping System 2000 -Gallon, Single -Compartment, Precast Concrete Septic Tank followed by 1250 -Gallon, Two -Compartment, Precast Concrete Septic Tank with Effluent Pump Slope Ground Away from Riser Inlet Uj 2' Patents # 4,439,323 & 5,492,635 Foreign Patents Pending © 1997, Orenco Systems, Inc. Fiberglass Goeketed Lid Stainless Steel Bob PVC Riser with Grotrunadapter Conduit Seal (bond to lank adapter retcommended odhesh'e) Conduit to Central Pa Inlet Tee s Clear Zone Opening in the Baffle is acceptable anemative to PJC tea DISCLOSURE: THE PRESIDENT OF CHURCH & ASSOCIATES, INC. IS A SHAREHOLDER OF SCG ENTERPRISES, INC. WHICH IS A LOCAL DISTRIBUTOR OF ORENCO SYSTEMS, INC. PRODUCTS. O8 Orenco Systems Incorporated 814 AIRWAY AVENUE SUIHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE., (541) 459-2884 PIC Splice Bow with Cord Grips Discharge Assembly Fledble Hose Effluent Disciargs Tank Adapter (cast or honed) I." Control Float Assembly Check Vat" (optional) Voun Inlet Pods Flow Inducer OSI Effluent Pump Finer Cartridge Part de Pump Vault J_ 08/06/2003 JOB NO. 14702W -A REVISED FIGURE 4 8 :f i ') ^/ls— r a Cl rel A v h I I I I I I I I I I \ � ��• \ I 1 I I I I T I I S BDN �ApE / ` fA1i PILL - \.. LIWT V6L I 1 u P RUATMLRM MITN LADDf4i r caAw. sv�cY \\ TML�W� I 1 1 //yy -¢DIA N-4XI T ® 6AM 1 14 per nTl I sry 1 / / \♦\\ 4 S 'xwe ox 6a/De \\ I \ M.'lLlr �1I 1 IIII 1 lJl w / /w\ ♦ n b- I it i l STORAGE MEONANIGAL / ROOM raw• � I RRR �. % \ 1 \ I I I 1 / I , \ -'-\ $PALE �♦\ / \ B A5 LS A I I I I I II ; ♦\ 10 1 M 4) 10$ I 1 I I I I / ♦ `\ I I I I I I >d II [' L BASEI�NT PLAN /�lYldl (GYlI�� 4/Yll w\ MIIO BALE d/aG;Epi/t plll//wwllA{- E05 Gtl YyX ]}RQi .awl, cannroa ele„ m. tsro) va-.Tse D D'RIGIN6 GR . LT 3, 2003 J D'6CMIT 4t BRAUN MAIN RESIDENCE 4O WOODY �EK ROAD WOODY GREEK, OOLORADO pWG FLLE. ]]ODD]-AIIObq y M TW BASEMENT PLAN A- VRG SNEET (N Off• � ___ 7"q°'a. LLQ I I i I I I I I I I 1 I 1 I 1 1 M I I 1 1 1 I 1 I I I I I I I I I I I 1 I I I I F f F I F h � I I I n I I BATH e II I I ® N@DIA 6ANe1R0OM L In I I F I �y'i I 1 1 V� 'Y /• I � { a � I I � � 1 /BAR \♦ re els I LFJ fTTI ' I I I I IIn I I I I I , / `♦ `� I I I 1 1 1 1 I I EF ra I I I 111 � _� liacvr-IecN.ii I I LLl1I � ® .•„d' / re STO E MEGIA�nNILA_ • , fto \ 0> \ _ e ® ' 1. n _ 10 I I I 1 a o♦ \ AJ' j �. yam• ` c � '\ ha qY 1 BASEMENT PLAN A -III DA5E V4-•�'-O' m. U'roI vEo-nss corn "ma JJNE 19, 2009 o v a . ser XL.Y 9, 2003 0 o ream aer BRAUN MAIN RESIDENCE 401 WOODY GREEK ROAD 4 w;JODY GREEK, COLORADO m PFGIEtt N0: orc Enc: voaea-Anoag SNEET TIME BASEMENT PLAN A—ill S £ Of b Y r'J U I I I I I I I II I I I I I I I I I I I I I I I I I I I I II I I I I I I I ♦ I I I 1 1 I I 1 I I I I I { I I ] J• 4+1` I { I I { me I- - -- - -- -- - -- - - --- ,.I 1 IRE I / I I BATH I HCDIA AT 6AFEIROgIM 1 I I I I I I GI I I 1 ^ I^ I L, FF T7 / I 1 1 I I I I I I '�Ir 11 I I I I I I ._� II�ELEv.fMECH.�i FIJIIIRE I LL11 L I sTORAbE MECHANICAL O`` t1 I I I I t V I I es I G// mAne n NruRe II { I� I I I � ♦ x \ I I I / ♦ .T n•-0• 1 I rc• 9r-9• 1 r -w• I I x. -r 3 anikerros��/.w�- em cu+ w sm[cr avcx. caete�i UL p.)rat+»-^ms Crnvuennty I I 9RAUN MAIN R�SIDENGE \ 401 WOOW GREEK ROAD 1y�9 WOODY GREEK, COLORADO J \ EASEMENT PLAN _ A -N Smar IWOP ' r9aEcr ra: awem oteo rxr �acooa-Ala.sq SNEEf TRLE 5A5EMENT PLAN SwEEr a:4 0 I ae• T=' ' , ENLARGGDI I I i I I I I rV I I I I I I I V /..\ L I/ i L i Ls I I j/ W/ I� / M .ss I I I I 1 I I I � 4 g 44 v MAIN LEVEL PIAN o-uo xur=. w•.r-o• Aro4k modjjo(*� P�5 F/Si uVx ePLR u. cunwuo eii r� uro> cxo-.iss CanwlfonN JJ1� 13, 2009 D v'g WF JULY 3, 2009 DDT Y I I BRAUN MAIN RESIDENCE 401 WOODY GREEK ROAD WOODY CREEK, COLORAOO ,, vROIECf WT. ]aDOOa aaaooauao4.q �m MAIN LEVEL PLAN A-220 SHM OF O• I I I I I I I I I I 1 I I I I I PI I se . e• I T.II" rxnw•.ee V i i \ � . lgi x�(.M ru srol e@� .snc.. cae�el� cxs-.ass cemmxama -VNE 19, 2009 00,mlaG M JULY 9, 2009 VPT T! BRAUN MAIN RESIDENCE a l WOODY GREEK ROAD WOODY GREEK, DOLOR 0 P EU N0: ]]WOE OWO ittE ]m00]-AI]04,g ENE£f RE MAIN LEVEL PLAN M1D ROOM &ARA6E.&Y A-1d/Il $NEST OF T/7 • -- I e •'� / . HA" NALL ® $T rr 6YM 9TOR 1 I I ® GLo. I I I ® I I I PI I se . e• I T.II" rxnw•.ee V i i \ � . lgi x�(.M ru srol e@� .snc.. cae�el� cxs-.ass cemmxama -VNE 19, 2009 00,mlaG M JULY 9, 2009 VPT T! BRAUN MAIN RESIDENCE a l WOODY GREEK ROAD WOODY GREEK, DOLOR 0 P EU N0: ]]WOE OWO ittE ]m00]-AI]04,g ENE£f RE MAIN LEVEL PLAN M1D ROOM &ARA6E.&Y A-1d/Il $NEST OF 9 0 0 IL b IR' b• IT -0 y l'b' N Y SV W I F 1 1 I u _ I I I n I I I I I I I I I I I ' ewe I 1 I 9lrnnb eb]la I I I 1 n Y -II IM' {•.p• 4b' 6'd I/]' 6'3 y' 10'-I IR' y' {y Ifs' 6' e'-1 I!I• I _ I xue: v I n �i---- --- ---- .. -- - ------------ �. ,. @♦F'• I I I - � i ti 10 I ' rnwws I I NjP I I I OIL— ® \J STM 84 tr •m 1 � e •y _'1 KITLNB _ I n I FD I gl Si.. 4 1] i ® I ro 1 GALLEY =3awxrw nm Ilecva+. \ I I cars \ Ilb I/Y e'-111/]• I OiOR 12 I 1 I 4 \ I I I I I I I I D E F g B le a �� ♦ — I � ♦ f ♦ / C17, / — V h ` a / / I I \ b. ♦ / I MAIN LEVEL PLAN♦ \ H a • F r a�allkaaepl�G.ri�-. 6y FA51 Wvl SAfD ♦sctx. mwaw elelr m: Dm) ns -am Iesu.: .vNE 13, 2003 D D'111LIH6 9CT .LLY 3, 2009 D D TfNli 9!r f�IV1Vl+ MAIN MIDENGE 401 WOODY GREEK ROAD WOODY GREEK, COLORADO SD£f IDLE MAIN LEVEL PLAN MAIN HOME lild P�E� {a fl� ]]ODP,-IJ,OOq SD£f IDLE MAIN LEVEL PLAN MAIN HOME / , I / , p' -O' I Ti• p p'q' r♦ p \/ u \ bt 0 R"a _ ' -�\ �'__ �_� _ice♦ I � y C r MAIN EL LEVEPLAN n -Ib SOn1E� I/ L P w ..=m WS EAT 4aF S:NR\ MwErt, caoR+oo a�e,l rEl• p.ol .v-ov cee.mmeu 1.: JJNE 13, 2003 ODFl ,L RT JULY 3, 1003 0oF Tx I I MAIN RE5IDENGE 401 WOODY GREEK ROAD WOODY GREEK, COLORADO PROJECT M ]]OGD3 OMC FLLE ]]000]-u]ong SHEEP RF MAIN LEVEL PLAN MAIN ENTRY LIVING ROOM A—R al n SHEEP OF faam r� • �u •. S �C:�1RHi7^ OO 0 i I I 1 I I 0 00 0 w C 0 00 0 0 V _0 J 0 0 0 D ..wna, ettorino eel I m: (sml a» -•+m Cwvukanb .LNE 13, 2003 D D AICI W 9ET XLY 5.2005 DDr rser BRAUN MAIN RESIDENCE 401 WOODY GREEK R AP WOODY GREEK. COLORADO r � �awm wre nlr. ]:000]-AUIEn9 srtEr nRE MAIN LEVEL REFLECTED CEILIN5 PLAN SNEEr or 5 F P-2 TY4• D'<� Geo' ♦'-D' 'a� Y'� UY Ilb• 1� I I I I I II I � I 11 1 I II I I I I I I I �yI I I I I I 1 I / I I II I F II I tle STAIR V / K L / / Ls I I I I I I I I I I I I I I I4b•I. 914• I 11'.9• I / 4 4 4�4 O / MASTER \ closer ♦ TIM \BA ♦ O ♦ f ® ♦ o ` 10 ♦ o' r ' \ 103 ♦ `1 u (jp UPPER LEVEL PLAN An4!(IeMealiaw.�- !0 LW WA 51� 9Fx, C0.GNC0 A�fit' GauuXOM. I...: J0412 18, 2009 0 o mllw !RT _ L. 9, 2008 0 0 4RIPfR C I I BRAUN MAIN RE5I1PENCE 401 WOODY CRF -v ROAD WOODY GREEK, COLORADO FRI PRWER w: 33�D9 DWG FIE: ]][b0}N9pbg SHUT WU UPPER LEVEL PLAN A-2 4D SKU OF oTn'va m 0 0 i I � I I — I I 1 1 I \ UPPrR LEVEE ?_Pn P-131 5GN.E. V4'.I'9' an�4kaerto��/w«u�- Cenwllwd _tm 19, 2009 D O PR1GW Y! XLY 3, 2003 D O � X BRAAUN MAIN RE5IDENGE 401 WOODY CREEK ROAD YVOODY CREEK, COLORADO 9 m TRE UPPER LEVEL PLAN &VEST WITE A-131 SXEE! 6 ® xani PMEC W: ]]WD] 011ti i14F: L'M01-AlpoJq 9 m TRE UPPER LEVEL PLAN &VEST WITE A-131 SXEE! 6 ® xani • i • I � I I I I I I I I I I I I I I I I I I I I I II I I I II I I I I II I I I II I I i II I I I I I I I I I I I I I I I I I I I I I I I I I I e• ' I 1 u' -T v4' 3'-� w• ITro Irp 3 Ir -3' I I I I I I I __________J — `� J I XMLRAIL / I Fa. cove / I#i ' g BBJIPOd4 I I / I J (D I I I ❑ , ♦ \ I I i � I i /n♦\\ /\ \ i I I Z AL1 0 FAMILY WM ® N n �I I 7 tl veil a4.q, 3.�. eeAM AE(Ne \ uNE aF 3Twa Y \\ , e�cM 6 9LGPe Tp pR4N \ / \ IH' P[R/FT(MIN / A / e' _J _ I ♦ l •b• \�' / $ UPP'2R LEVEL PLAN \ WA*omod?i1k - saeN, mwwm eun c.m.e.m. W..: JM 13, 2009 Do FRKINS ser XLY S. 3009 v v FBaerc C] BRAUN MAIN RESIDENCE 401 WOODY GREEK ROAD WOODY GREEK, 00LORADO wil M WEU No: nvana PAG M G 3]000]•ABOdng SN TRIS UPPER LEVEL PLAN MAIN NOOSE A- I¢Dd sll E of -� Oimp' _ NOM I \\ I F I 9 l \ I L _ _ \ I I I I \ I I \\ I I 1 \ L Isw• I I Z AL1 0 FAMILY WM ® N n �I I 7 tl veil a4.q, 3.�. eeAM AE(Ne \ uNE aF 3Twa Y \\ , e�cM 6 9LGPe Tp pR4N \ / \ IH' P[R/FT(MIN / A / e' _J _ I ♦ l •b• \�' / $ UPP'2R LEVEL PLAN \ WA*omod?i1k - saeN, mwwm eun c.m.e.m. W..: JM 13, 2009 Do FRKINS ser XLY S. 3009 v v FBaerc C] BRAUN MAIN RESIDENCE 401 WOODY GREEK ROAD WOODY GREEK, 00LORADO wil M WEU No: nvana PAG M G 3]000]•ABOdng SN TRIS UPPER LEVEL PLAN MAIN NOOSE A- I¢Dd sll E of -� Oimp' _ NOM 35 / LEVEL PLAN .133 LALE, 1/�'•I'-0' +ux. caa+wo msu 1JNE 13. 2003 0 o va�clw ser . LY 3, 2003 . DP IT9 ER" MAIN RE5I1PENGE 401 WOODY GREEK ROAD WOODY GREEK, OOLORADO o a NO mom wz �: aaaaaa-nlwey SHM MU UPPER LEVEL PLAN MASTER SUITE SHM 9 0 SAMUELSON PUMP CO. INC. P.O. BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE & INSTALLATION COLORADO 81602 945-6309 May 5. 2001 Braun Ranch c/o Schlumberger Const. 407 Q AABC Aspen, Co. 81611 Attn: Marty On March 21 thru March 28, 2001 a new well on the Braun Property on Woodycreek was tested. The following information was obtained: WellDepth ------------------------------------- 192'-0" Casing size (top) ----------------------------- 7"(steel) Standing water -------------------------------- 16-5 1/2" Drawdown @ 20 gpm --------------------------- 20'-8" Production is greater than ---------------------- 20 gpm. This test was conducted with a 1 hp. test pump Model 20P4EO2H Sta- Rite. The test was run long term to clean up the water. The water did clean after two days of pumping. The well recovered back to 16'-6" in 30 min. If you have any questions please call me, Raun Samuelson at 945-6309. Sincerely; Raun Samuelson -6L-e �uL.14.1un1 1:4uvIslll FUSS ASSOCIATES r.4 TEL:9709450 uttaoul 1%;Q -)ARIGHT " rA Nunn9 VVY 9 i Form No_ OFFICE OF THE STATE ENGINEER aw$-2s COLORADO DIVISION OF WATER RESOURCES /i 818 Cmtemw Bldg„ 1313 8sernan St, Denver, Colorado 60233 (303) a61i3681 NO. 161 WELL PERMIT NUMBER 231227 _ APPLICANT IJ DIV. 5 WD 38 DES. BASIN MD P. 4 P. 01 i APPROVED WEI I LOCATION PITKIN COUNTY NE 1/4 NE 1/4 Section 16 BILL BRAUN Township s S Range 85 W Sixth P.M. PO BOX 337 JZISTANCES FROM SECTION LINES WOODY CREEK, CO MS& 810 Ft. from North Section Line 680 Ft from East section Line UTM COORDINATES PERMIT TO CONSTRUCT A WELL Northing: Easting: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER R)GHT CCONNOI IONS OF APPROVAL 1) This wail shag be used in such away as to cause no material injuryto eidetng water rights The issuance of thLs permit does not assure the applicantfhat no injury i occur to another vested water right or Preduds another owner of a vested water right from seek)ng relief In a chi court action. 2) Ths Construction ofthis well shag be In compliance with the Water Wag Constsuctlen Rules 2 CCR 4024, unless approval of a variance has been granted by the Sane Board of Examiners of Water Well Consbtfetlon and Pump installation Contractors in accordance with Rule 16. 3) Approved pursuant to CRS 37-2-b02(3xb)0f)(A) as the only wail on a trea of land of 35,143 acres described ys that portion of the NE 114, NE 1/4, See 16. Twp, 9 Sough, Rns 85 West 61h P.M., GarSeld County, more partleulariy described on the attached eIdhibitA a) The use of ground water from all wags Kmitod to fire protecton, ordinary household purposes inside not more than three (3) single family dwellings. the Irrigation of not more than one (1) acre of home Gardens and lawns, and the watering of domestic animals. 5) The maximum Pumping rate of this well shag not exceed 15 GPM. 9) The return flow from the use of this wed must be through an individual wacm water disposal system of the non -evaporative type where the water is returned to the same stream system in whicih the wdl is located 7) Th's "" shall be Constructed not more than 200 feetfrom the location specified on this permit NOTE Parcel identification Number (P(N): 49-2643-16144.001 / .- ).-, -A, NOTE: Assessor Tax Schedule Number. 8015948 aze-11 DMW 0 Er1QP eel DATE ISSUED FEB 2 3 2001 a EXPIRATION oATFFEB 2 3 JFJUL. 24. 20022:41YM_ BILL YU55 AS5UC1AItJ NU. ' 1 -; L4 ULttIGU) la�ay NRIGH'I e�n vulrnvvu TEl'91094590� P. . l Ah REPORT DATE COLORADO WELL APPLICATIONS AND PERMITS Mon Jul 2215:47:02 MDT 2002 COLORADO DIVISION OF WATER RESOURCES Mo %F r aovug44 Permit 231227 Div 5 Wd 38 Basin Md Engineer DMW User NLH BRAUN BILL - - — — I Address 03-27-2001 02-23-2001 PO BOX 337 02-23-2003 City WOODY CREEK 03-21-2001 Telephone 03-16.2001 Case Permit XRef Well Name County PITKIN 010 040 NE 0160 NE SAC 16 Ts 9 South Rns 65 We3t Pm Sixth 810 feet from North Section line 680 feet from East Section line Subdivision DOMESTIC Spfe Zip ISSUED UNDER PRESUMPTION 3b4UA CO 81656- Pump Rate Ann Amt Dept! Proposed 15.00 3.50 0 Actual 15.00 0.00 192 Irrigated Area 1-00 ACRES Elevation 0 Perf Casing Top 162 Perf Caving bottom 192 Water Level 21 Aquiferl ALL UNNAMED AQUIFERS Aquifer2 Driller 1095 Pump Installer StaWte Meter Lag qual Abfteq 6023 No No No No Comment Fill Brock Lot Only well on 35.143 acre tract, limit use to Filing 3 SFD, 1 acre lawn & garden irrigation and w ateringg of domestic animals. Tax Schedule Num ber R015948. ell DP cc Parcel Size PIN 35.14 49-2643-161-04001 interim Status - - — — I Last Action Permit ISaued 03-27-2001 02-23-2001 Permit Expires 02-23-2003 ExOrre Notice Sent Weil Const Report 03-21-2001 Well Ccnst Complete 03-16.2001 Well Report (Non-trib) Pump Install Report Pump Install Complete 1st Seneficlal Use Statement Benef Use Benef Use (Non -crib) Abandonment Report Well Plugged 31R, Well construction report received. Apr 12 01 11:10a David Dawson • �;a5-s3.►s . 0.T/20%01. O'3/f1%O't 64/16/0 l 30010 a»wNca OAIWN LITTLE MOODY CREEK IEMADO RD. NOOOy CAEin, CO AW11t L6RtiiSE DAVID DM!00N PO 00N am MPLM. CO O7612- 3C, (970) 923-1943 • ysf//1! 2- Z L ..rT' y�f /fs'on / M,.'° .v4a A1'aalinity (Total As C00O3) Ofloride fl:varide Nitrate as N sOtfato "rdMsa (avggOatod limit IM (Standard Units) Total.0isaolvG4 Solids Turbidity (Turbidity Unite) ---------------------- ------------- "------- --- .20 _'-- 210 NOTLL "s' The ACL (hMNiMM Contaminant L&Va1) of an established guidellns hes been exceeded for this contaminant. '4ctaria.result& may be Involid dus to leek of 0014"clen information or because tM sAMPle has eNCemdmd the O -hour holding else. 0.6 ,...:,...a,_%P'.:,_••+ -ND" This Contaminant Ns$ not aetecteo at Or above our stated detection lev&1. 250 5-O 5-0 "M63" NO bacteria submitted. "NBA' No aaeteria Aeauired. "P' t PAESENCE -A` = ASSE"CE "Cee" C. COLT PRESENCE -CA" = E. COLT AooCMCC .Rot Allalyted C 1.0 0.1 Analysis Performed - i RCL Det. Level ;(09/1); .Le -------------------------------------------------------- a � detected Total-Coltrane P - P A _________—.._____ _.---- —---------------------------------- lneepwn(n ensmirals - eetalar ____--__-----___-________- — -------------------- laptnw 0.2 0.1 No A Oia .: ,JD 6ariee 2 0.30 AD Cadmium o. buy 0.002 No C*AaMus 0.1 0.010 NO Cooper 1.3 0.004 MO Tran 0.3 0.020 0.055 Lead o.Ole a.002 NO MMHee Du 0.05 0.004 0.006 M�cury 0.002 0.00L ND. M10kW1 0.1 0.02 Mb. 001,nfum 0.05 0.026 ND Silver 0.1 0:902 . NO Sodium --- 1.0 7 Zinc 5 0.004 -NO __-_—.___________________—.....__-__-..._—...-_______...__ Inorganic Chemicals - Otho., end physical T&CLOreo ----_- A1'aalinity (Total As C00O3) Ofloride fl:varide Nitrate as N sOtfato "rdMsa (avggOatod limit IM (Standard Units) Total.0isaolvG4 Solids Turbidity (Turbidity Unite) ---------------------- ------------- "------- --- .20 _'-- 210 250 '5.0 ND 4 s.: NO 10 0.5 0.6 ,...:,...a,_%P'.:,_••+ - "rho.- 250 5-O 5-0 1'.10 � Lac) 10 370s �-- 6.5-3-5 --- 7,5 500 20 420 1.0 0.1 2.2s -�- Organic, Chemicals - trihaLomethanea: P. 1 0i0epform 0.000 0. Me NO aroeediehlnraeethMM - 0.000 0.002 NO Chloroform 0.000 0.002 no OlbroeOChlorOAOtnaHe 0.000 0.004 IID total Tens 0.060 0.002 RD ------------------------------------------------------------ 2d WdVe:M low el 'add S8586PP9PP : 'ON 3WHd S31dO.LtldMOI'?!11531--tMI.LbN : WOdj Apr 12 01 11:10a David • Dawson (970) 923-1943 • "Iyeie PerreraeePe0r. 2_ ' SMPle.eeeee 30010 tlCl 10eteetlen; LOael _-----------------�.-i-CwO/1)-: ►ew1 100-iesea - -tree-cele - vela-----: -1r0Mic DtrWL C Chlor 0.003 0.001 NO .-rayl h Tecn;etha ide 0.002 0.004 ND 1.2-61 -.2-01CMOr0etn-M .O.00S 0.001 ap Tri<hl nroethe-a O.OSS 0.001 ND 1,4-�iChlorepsniwn- 0.00:, 0.075 O.00L 0.001' ''10 1,:Y0lCh'loroecMM 0.007 0.00- NO No 1, L,,x.-Tritlhloroechatr 0.2 0,001 NO Srw*jOntene OAA NO e1!ONO"thar --- 0.002 /D Ck4iob lr?s" 0.1 .0_004 ND 2-Chloretel,m" ___ O• ID a�Ch1�0r000-sten- - :."L ND MPOOMMor OprOWM (DBLP) -_� 0.001 0.001 ND OiOreMI than- --- 0.007 tD 9.6 0.002 NO 1:1-D3Fh-orODsnz1M - 0.6 0.001 NO QI)MOrgei 61ly 404eth4M ___ 0.002' No 1.3-DichlOraechaM _-- 0.002 ND Trani- 1,:7-mehlMOwthaM 0.1 0.001, NO Cii-1,2-Ott:WarwtheM 0.07 of0O2 NO MithlereYtPene 0.009 0600? NO 1.2-]1-Ch�Qt�OPfOpeM 0.005 0.002 ND -rwrr}',I.S!ril3Ch10rePro>M «� 0.002 ND CLe-1.3-0SehlcroprooeM --- 0.002 NO 2,44LOhloraoropane --- 0.002 ND 314Oichlorapropene --- 0.002 M tri-RICKOMPrOpM -« 0.002 ND Eblr M, 0.7 0,001 M r'Prl2� ieM) --- 0:001 lip 1, 1,1, 2-7etrwMero-chats --- 0.002 ND -Te <r�chlm OeeMm --- 0.002, ND ' te'N►tMnP (PEE) 0.003 0,002 -'Ib -;2,3-YrIehloretsenzaM --- 0,002 NO .. 1;2;4-Trielu0roeenxeM 0.07 0.002 NO 1,1,7-TrisNOrw eMne 0.005 0,002 ND irf-ChlerOf lvOrOwetneM -'- 0.002 !D 1.$'�s1-Tf3ehlOfOprepeM --- D„D� ID 3 0.001 NO IlilieNe» 10 0.001 ND Ndthyl-Tert-Butyl-Ether --- 0.004 ND '"LAQ1�a�'ritl'Kiarlr'-FV`.V;... _, ...-....r..�..:Lv:•�:-, I ceMh tAat flu "a napf*wed Jar Out neon an attwaft, and that qw I.boranry tesu uwt con4wred by wtdadt eP-iaNj 6y dw U-5. EnairoNweatal Pro4ction ASaacy or aanatiote o/ that EPA methods. Thrst trst malls an bnmArd fa be usue/dl or iafonnaboaal rtrposn only and may not be uNd Jar rrgula" r�r "ienY , W�M.�naiawiJ/(Elj .lm Kv use £d wdP0:i0 TOOZ 931 ',dd %S86oMVV : 'ON 3NOb4d 531 MOLC2J09tlT9NI1531-10NOIltl7.1 W@Id p,2