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Home My WebLink Aboutpitkin.eh.264129200029 (2006)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 prope-rty Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. PitifCounty Environmental Health Depaont Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 06001 Parcel ID # 2641-292-00-029 Type of permit New( X) Repair( ) Addition/Remodel to House( ) Name of Owner Amen Wardy Street Address 6067 Woody Creek Road Property legal description Size of lot 14.707 Total square footage of the house 7,000 Water source Private well # of bedrooms in house 3 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) {r� IM 4AY AA C' t C'U QS -bw l1 Permit information Designed by Church & Associates Mailing Address 4501 Wadsworth Blvd., Wheat Ridge, CO 80033 Perc rate 17 mpi Profile hole depth loft Depth to groundwater or bedrock Greater than 10 ft Minimum Septic tank capacity 2843 gallons Minimum Absorption area 938 w/ 50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated December 7, 2004. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The engineer has stated that the setback from the absorption field to the creek can be reduced from 152 feet to125 feet. Any well should be at least 202 feet from the absorption field. This system design calls for one 2000 gallon single compartment tank followed by a 1000 gallon two-compartment tank with an effluent filter on the outlet. There must be cleanouts every 100 feet from the tanks to the field. A q r, distribution box will be used to distribute effluent to the trenches. There will beu' Quick 4 gravelless chamber units. There must be at least 6 feet of undisturbed soil between each trench. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. `Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: (�(t L� ct�� C�iD Date:Fz Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included wit this permit before the fina approval will be issued. Installer: Final approval: Date: 1;-')(Q(Q r' of 'I ',j-+ �t 0.� , L i, c((\a IS • 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 Owner's Mailing Address Business Phone: Home Phone: Primary Contact Person (all communication regarding this permit will go through this person) Name Company IC Po �jIL{ rc ( (D Contact Mailing Address AA9C, City, State, Zip Business Phone: Cell Phone: Fax: — 4,551 E-mail Address: Parcel ID # (available from assessor's offic at 920-5160 or at www.pitkinassessor.orq ) Street address of property 40&—T Legal Description: Lot Block Size of lot: 14,7497 acres. dy 0,ACElG /Z6. ,Filing Subdivision Type of proposed structure: Total square feet of house '-- :70yy # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in Permit is for: New Home K ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water. Private well ( ) Spring (�<) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $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 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 Pitkin County Environmental Health should the individual sewage disposal s, the applicant or his/her representatives Signature of applicant a Received by G:Vsdslisds appliclisdsapp Rev050103.doc rent, Pitkin County and employees of these agencies will be held harmless I or malfunction. The permit to construct is issued on information submitted by er assumes full responsibility in case of failure of the system. hH Date �J Receipt # Date 2 7 c5 118 I awal sleglul i ua lel aq of uollov / sluawwoo I of ua�odg uosJad I alep laagg bol loeluoo luawliedad glleaH 1e1uawualnu3 Alunoo uhllld 0 #01 IP, 1' r n u 0 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 2/13/2006 Send to: Ron LaGro From: Alicia Gomez Fax Number: 925-4351 Phone Number: 920-5087 CC: Chruch OWC, LLC Number of Pages, Including Cover: 2 CC Fax Number: J URGENT J REPLY ASAP J PLEASE COMMENT J PLEASE REVIEW -K FOR YOUR INFORMATION COMMENTS: Septic Permit # 06001 for parcel 2641-292-00-029, owner Wardy, has been finalized. Please feel free to call 920-5070 if you have any questions. fax cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site www.aspenpitkin.com/depts/12/ 1-f 0 • PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 1/11/2006 Send to: Church OWC, LLC From: Alicia Gomez Fax Number: Phone Number: 920-5087 CC: Number of Pages, Including Cover: 2 CC Fax Number: ❑ URGENT J REPLY ASAP J PLEASE COMMENT J PLEASE REVIEW 0 FOR YOUR INFORMATION COMMENTS: A septic permit (# 06001) has been issued for parcel 2641-292- 00-029, 6067 Woody Creek Road, owner Wardy. Please feel free to call 920-5070 if you have any questions. fax cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site www.aspenpitkin.com/depts/12/ 0 phone 970-920-5438 fax 970-920-5077 0405 Castle Creek Rd, Aspen CO 81611 e-mail carlab@ci.aspen.co.us Fmc To: :J 6""3 t"\An ll j From: Carla Bl vgwn W-il V\ j Fax: (� 2 �� 1 �i Pages: 1 Ptrortet CjW—jG)IG>j C)9f4_ _�?q Date: 7/30/02 3-1q-oozo Re: Wardy/Hightower CC: G ❑ Urgent D For Review ❑ Please Comment ❑ Pleasr:..�F.y u rteum INCYCle `. I'm sorry I can't remember the name of the person I spoke to this morning —and didn't get the phone number — but to follow up on the question re: a holding tank — please call me 920-5438 and we can discuss that option. It should be OK to have a holding tank for the construction time since we have already issued a permit. This tank has to contain ALL waste from the temporary home — gray and black water. Thank you, ( I V �A W\o, —�+ V _ ` F Carla it l Q �`� O -2(o�- 292_.n — Wolff.Suzanne, 01:17 PM 7)W9, Hightower/Wardy water quF To: Wolff.Suzanne From: nancy mackenzie <nancym@ci.aspen.co.us> Subject: Hightower/Wardy water quality sampling Cc: Bcc: X -Attachments: Suzanne, I have reviewed the Wright Water Engineers proposal to conduct stream water quality sampling on Cassidy Creek. Water samples should be collected ABOVE and BELOW the facilities, not just below. An upstream and downstream test provides information on changing water quality, if any. The proposal is to send the lab results to Trown and Mickey Herron. There should be a stipulation that one of these are to forward the results to EHD on at least a yearly basis, or sooner if there is a perceptible change in the water quality of Cassidy Creek. 5 Printed for nancy mackenzie <nancym@ci.a9pen.co.us> 1 9 CHURCH OWC, LLC Onsite Wastewater Consultants February 7, 2006 Miles Richards Construction, ATTN: Ron Woodrow 300 ABC, Suite A Aspen, CO 81611 Subject: Installation Observations, 6067 Woody Creek Road, Pitkin County, Colorado Job No. 15160 Mr. Woodward, fVCE11VrD FEB I 0 2006 Eq L/ H OU u ENVIR0*ENTgL RALRESOURCES Wardy / Hightower Residence Part of Sections 29 & 30, T9S, R84W, 6TH P.M. This letter presents a summary of the installation observations of the Onsite Wastewater System (OWS) at the subject site. The Installation Observations were performed from January 23, 2006. The installation was based the design dated December 13, 2004 under Job No. 15160. There were several revisions to the design, which was originally submitted in 2002. During installation, there were additional revisions. At the completion of installation, the OWS was rated for a four-bedroom home, which had a living area of greater than 6000 square feet. On January 23, 2006 the installation of the OWS was observed and was found to have been generally installed per the December 13, 2004 design. The modifications included: 1) the down rating of the number of bedrooms from five to four, 2) the location of the septic tanks is 160 feet from the house and 3) the drain field trenches consisted of four trenches of 22 Quick 4 chambers, instead of five trenches with a total of 100 chambers. The system included the installation of a 2000 -gallon, single -compartment, precast concrete septic tank followed by a 1000 -gallon, two-compartment concrete tack with a Zabel effluent filter, followed by four outlet distribution box, followed by four trenches of 22 chambers, as indicated on the attached Figure 1. A total of 88 chambers were installed. The components of the OWS appeared to be installed in general conformance with our plans and specifications, with the differences noted. Our installation observations do not imply a guarantee or warranty of materials or workmanship. If there are questions or if we can be of further service, please call. CHURCH Onsite Waste Edward 0. Church, P.E. EOC Copy to Pitkin County Health Copy to Aspen Digger 10172 =' K)nic� tiN�� ATTN: Carla Block P.O. BOX 527, Wheat Ridge, CO 80034-0527 Voice: 720-898-3434 FAX: 720-898-3455 • WARDY-HIGHTOWER PROPERTY 6067 WOODY CREEK ROAD - MAIN RESIDENCE SCALE PART OF SECTIONS 29 & 30, T9S, R84W, 6TH P.M. 1" = 60' PITKIN COUNTY, COLORADO 4 -BEDROOM RESIDENCE 4" SEWER LINE WITH CLEANOUTS EVERY 100 FEET ONE 2000 -GALLON, SINGLE -COMPARTMENT, - CONCRETE SEPTIC TANK FOLLOWED BY/ ONE 1000 -GALLON, TWO-COMPARTMENT, X'// / Z / \ CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLETS \ \ 862.4 SF OF INFILTRATIVE AREA IN FOUR GRAVELLESS CHAMBER -TRENCHES. EACH TRENCH HAS ONE ROW OF 22 INFILTRATOR(R) QUICK4(TM) CHAMBERS FOR A TOTAL OF 88 CHAMBERS. 070 1000 V OBSERVATION/ VENT PIPES 9 Y CV 90 j EXISTING BARN �RpPO CONCRETE DISTRIBUTION BOX - GRPNE Coll O 1000 CHURCH OWC, LLC NOI REVISION DESCRIPTION DATE ENGINEER: Onsite Wastewater Consultants AS -BUILT DRAWING DESIGNED BY: XXX DRAWN BY: XOnsite Wastewater Engineering - Geological Engineering CHECKED BY: XX DATE: 02/2006 P.O. Box 527 Wheat Ridge, Colorado 80034-0527 PROJECT NO. 1516OW Voice: (720) 898-3434 Fax: (720) 898-3455 FIGURE 1 • PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) Via. (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1040 State Review Required? no Perc Rate `i' (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1820 Minimum tank capacity 2275 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1500.8104 sq. fL of absorption area required 97 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? UO ICK 4 9_8 A = 750.40522 sq.ft. with 50% reductionTRENCI-IES 77 grave0ess chamber units with reduction STANDARD A= 750.40522 sq.R. with 50% reductionTRENCHES 48 grave0ess chamber units with reduction EO 36 47 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 165.6 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 115.6 SETBACK FROM DRY GULCH # of feet = 90.6 Ia QUICK 4 9.2 1050.5673 sq ft 30% reduction BED 114 chamber units with reduc. 1050.5673 sq ft 30% reduction BED 68 chamber units with reduc. 84 EQ36 units in a BED PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS WCftd l Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 130 Number of Bedrooms in Main House 5 Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1300 State Review Required? no Perc Rate V (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2275 Minimum tank capacity 2843.75 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1876.0131 sq. ft. of absorption area required 121 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUICK 4 9_8 A = 938.00653 sq.ft with 50% reductim RENC[-IFS 96 graveBess chamber units with reduction STANDARD A= 938.00653 sq.ft. with 5o% reductionTRENCHES 61 gravelless chamber units with reduction EO 36 59 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 202 SETBACK FROM STREAM OR IRRIGATION DITCH #of feet= 152 1S� a& Ip )ate SETBACK FROM DRY GULCH # of feet = 127 13 UICK 4 9.2 1313.2091 sq ft 30% reduction BED 143 chamber units with reduc. 1313.2091 sq ft 30% reduction BED 85 chamber units with reduc. 105 EQ36 units in a BED JUN, LL. IYYY I ��iir11W UH3rr[LU ntb^ W 4 0 d I t. i Wright Water Ensineers, Inc. 919 CdaradoAMe. P.O. Dox 219 Gkl CW$MU t C01Mam 9t60z 19701 9154755 TEL (970p915-9110 FAX 00993-1609 Ob"R OPECr 11Nf. June 18, 1999 Kevin Morley Robert Trown & Associates P.O. Box 6620 Snowmass Village, CO 81615 RE: Hightowcr,'Wardy water Quality sampling Dear Kevin: DRAFT At your request, Wright Water Engineers, Inc. (WWE) has prepared the following proposal to conduct stream water quality sampling on Cassidy Creek in the upper Woody Creek basin. The purpose of the water quality sampling program is to evaluate the existing water quality of the stream prior to horses being kept on the Hightower property- A quarterly water quality sampling program over the next two years will provide a reasonable database for characterizing Elie background water quality. Scope Of Work We propose the following scope of work: Collect one water sample from Cassidy Creek below the Hightower property on a quarterly basis. The recommended sampling times would include late April/early May, August, late Octoberlearly November, and February. Samples will be shipped to a certified laboratory under proper chain of custody. 2. The parameters to be tested for include fecal coliform, fecal streprococci, nitrate, nitrite, ammonia, and phosphorus. In addition, field temperature, pH, and conductivity will be measured. An estimate of streamflow will also be made_ Review laboratory results as they come in_ If appropriate, we will rMommend additional (i.e., more frequent sampling or additional constituents) sampling if water quality paramerers show a significant change. The laboratory results will be summarized in a cumulative table each quarter and sent to Robert Trown & Associates and Mickey Herron at Garfield & Hecht, P.C, for the fust seven quarterly sampling events. CENvM 130314@0 1 700 WRANCO N 7111 759-741 1 BOULDER - t 3n3( 473-7500 zoo *d 07i6060i6:931 (1004N19 N3,lM IHDINA 63:£l HSI) 66.81 -'Nle /q J biz• LL. 1777 I X00 'd unnnrtu nt�n1 • Kevin Morley Robert Trown & Associates lune 18, 1999 Page 2 • 4. At the completion of the two-year sampling pe^od, a brief summary, report will accompany the data table. Remuneration WWE proposes to underAke the above scope of work on an hourly rate basis in accordance with the attached rate schedule. We estimate the cost for the eight quarterly sampling events to be approximately $3,500 plus reimbursable expenses. The reimbursable expea ws are estimated at approximately S1,600 krcluding $1,200 in laboratory fees and shipping costs. If the above proposal is acceptable, please sign dre attached Project Agreetuent and return to our Glenwood Springs office. If you would like to proceed with the sampling as soon as possible, we could sample in late June, late August, and then get back on the proposed schedule. Please call if you have any questions or nccd additional information. MJF/dlf 991-999.877 Attachments cc_ Mickey Herron, Esq., Garfield & Hecht, P.C. OINS060L6 '131 Very truly yours, WRIGHT WATER ENGU4EFM, LNC_ Ry: DRAFT Michael J. Edon, P.E. Water Resources Engineer OCOAKIO 831% 1H9181 63!21 AJ)66,61`141? d rL LZ. ir'I i I i �iOl UN irlelu di�, II 0 0 Nu. aia, I. Z RONALD GA RFIEL & HE P.C. GARFIELD ANDREW V. HECRr601 "H r ATTORNEYS AT LAW LAST HYMAN AVENUE ASPEN, COLORADO 81611 7-HERAUN` AVVID L. ID L. DAVID LCNyO ma E-il: arty@garCielJhecht.com TELEPHONH(970) MATTHEW C. FFRGRARO' SON' 925-1936 S. HERR TELECOPIER CHRISKRIST CHRISTOPHER 7. LACROIR`1 J. LA (9701965 -]Ono CHAD 7. SCHMW 110 MIDLAND AVENUE SUITE 201 BASALT COLORADO 81621 June 21 1999 iELEPHON(1 r l9'0)9Z7-1936 TELHCOPIER (970) 927-1783 via FACSIMILE Ms. Suzanne Wolff Aspen / Pitkin Community Development Department 130 South Galena Street Aspen, CO 81611 Re: Amen Wardy / Robert Hightower Barn 1041 Dear Suzanne: In connection with Resolution No. 99•_, specifically the provisions of Paragraph number 14,1 enclose a draft proposal from Wright Water Engineers, Inc. intended to satisfy that provision. Before the contract is entered into by the property owners I would appreciate your advice that it meets with your approval. Very truly yours, Michael 1. Herron M1H/vvn Enclosure Cc., Michael Erion (via fax w/o enc.) Kevin Morley (via fax w/o enc.) M:\1nlcmn'P\WP60\OM)H\WARDYNW,bRV 1. my mmince io Z. do minun:d m 3. rIW adMkWd a e. of ..d.:Wd M d. eIw adnnma m d. +Im ..halual m N[Y Falk HY Ii+ino A% Ca)YRIbAt H)I ria.u. HI/ PpaMVIRl11i tJ.{ Iihaala Hm C;,.�, gw ® Primed oo td:ydcd PHP+ A0 Resolution No. 99 - Page 4 P. Utility lines shall be buried along the driveway. 8. The Applicant shall comply with the following wildlife mitigation: A. Existing riparian vegetation shall be preserved. B. Maintain native vegetation outside of the building and access envelopes. C. All trash/garbage shall be contained in bear proof garbage containers approved by the County Wildlife Biologist or the DOW. 9. The Applicant shall comply with the following standards for development on slopes of greater than 15%: A. Adequate mechanical support shall be provided for cut slopes. B. Adding water which may decrease slope stability shall be avoided. C. Adding weight to the top of the slope shall be avoided. D. Disturbed slopes must be contoured so that they can be revegetated. E. Steepening of existing slopes shall be avoided. F. Cuts, fills, grading and excavation shall be confined to the minimum area needed for construction. 10. All areas disturbed by construction shall be revegetated to limit water consumption and additional runoff within one growing season of project completion. 11. For any free market residential structure of 5,000 gross square feet or greater, the Applicant shall comply with Section 4.01.0l(B) of the Pitkin County Road Management and Maintenance Plan, which requires the Applicant to provide construction trip and residential trip generation studies. The Applicant shall comply with this provision as it is in effect at the time of building permit issuance to the satisfaction of the County Engineer. 12. To mitigate the potential avalanche hazard, the structural design shall include the following: A. Avoid large spans of window glazing on the first floor level facing the slope. B. Reinforce the structure to withstand the design forces. 13. Commercial use of the barn shall be prohibited. 14. The owner shall annually in August provide a water quality analysis ofCasaday Creek upstream and downstream from the property to the Environmental Health Department. The initial testing in August of 1999 shall establish the baseline for comparison for future testing. If the Environmental Health Department finds that the quality of the creek is being negatively impacted by horse use, mitigation will be required in order to return the water quality in the creek to the baseline level. 15. Prior to submittal of a demolition permit for the historic cabin, the Applicant shall publish a minimum of two advertisements in a local newspaper in an effort to find someone to take the cabin and move it off site. If no one takes the cabin, then the Applicant may demolish the structure. 16. All exterior lighting shall be indirect and with bulbs that will be shielded from view off of the site, and shall comply with the regulations of the Land Use Code. )!4 euzw?cd t� S° �y wow c.hc9�.dec� �.y. Tice`' 4-4-A- �2i-- lCv�.�+� I�' 11 1-4, 0 ENGINEERS & GEOLOGISTS December 7, 2 Stutsman-Gerbaz Earthmoving Contractors, Inc. Attn: David Stutsman 30376 Highway 82 Snowmass, Colorado 81654 Subject: Subsurface Investigation and OWS Design, Proposed Main Residence 6067 Woody Creek Road, Part of Sections 29 & 30, T9S, R84W, 6' P.M. Pitkin County, Colorado Job No. 15160W Mr. Stutsman, As requested, we have investigated subsurface conditions and prepared an onsite wastewater system (OWS) for the proposed residence. The subsurface investigation was performed on November 10, 2004. • SITE CONDITIONS The property is in a rural area of Pitkin County, where OWS are required. The proposed drain field area has a 5-8% slope to the south and has a partial cover of native grasses. A large stockpile of soil is located near the proposed drain field area. Water is provided by an onsite well located 202+ feet from the drain field. PROPOSED CONSTRUCTION A five -bedroom residence, with a living area greater than 6000 ftz is proposed at the location presented on Figure 1. Future construction of a horse bam is proposed for the site at the area of an existing barn. As of the date of this report, the size and fixture count of the barn had yet to be determined and has not been included in the OWS design. The OWS was sized based on 5 bedrooms and 1300 gallons per day (GPD) using Pitkin County Environmental Health Department (PCEHD) loading of 130 GPD per person. The sewage loading with a peaking factor of 1.75 is 2275 GPD. This loading includes washing machines and garbage grinders. If additional bedrooms in unfinished areas are possible, it is suggested that the OWS be constructed to handle the additional loading. The installation of a properly engineered OWS to serve future build -out can be cost effective. SUBSURFACE CONDMONS • A subsurface investigation was performed by digging four percolation holes, 24 to 45 inches deep, and one profile pit at the locations indicated on Figure 1. Subsurface materials in the profile pit consisted o£6 inches of gravelly, sandy fill materials underlain by silty, gravelly sand with cobbles and small boulders to the DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com ' -39S 7 Fax: 303.463.8321 Toll Free -1.877.248.3123 • • OWS Design Job No. 15160W, 12/7/04 Page 2 • maximum depth explored of 10 feet. No ground water was encountered. Percolation tests indicate percolation rates of 5 to 27 minutes per inch (MPI). The average rate is 17 MPI. Percolation data is pre- sented in Table 1. RECOMMENDATIONS The installation requires two septic tanks and a gravelless chamber -trench drain field at the location presented on Figure 2. The OWS design is based on an average sewage load of 1300 GPD and a percola- tion rate of 17 MPI. The installation includes one 2000 -gallon, single -compartment, concrete septic tank followed by one 1000 -gallon, two-compartment, concrete septic tank with an effluent filter on the outlet and five chamber -trenches. Each trench must have one row of 20 Infiltrator® Quick4TM chambers for a Q� total of 100 chambers and 980 ftZ of infiltrative area. Trenches may be modified to conform to topography and to preserve existing vegetation. A concrete distribution box with a baffle is required to distribute effluent to the trenches. If the large stockpile of soil located near the proposed drain field area is to be \ spread out over the area, the following criteria must be met; 1) the gravelless chamber -trenches must be L bedded is undisturbed, native soil; 2) a minimum cover of 6 -inches and a maximum cover of 3 -feet must be 1'� 5 maintained throughout the drain field. J41 N (0 u �-rQ� Based on soil conditions, elevation difference, and evaluation of risk of contamination of surface water and ground water, it is not necessary to add 8 feet additional distance for each 100 gallons of ellwastewater per da flow over 1000 gallons per day as specified in the table to prevent V ✓ contamination. he 125-fo eparation between the proposed absorption area and the creek to the east is appropria a prevent contamination. yt(k),ta 12Cj • Vehicle movement over the drain field area during construction should be restricted 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 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. LMUTATIONS • A contractor who is experienced in septic system installation should install an OWS design. 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 N • • OWS Design Job No. 15160W, 12M04 Page 3 • 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 F -IL 0 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 can be of further assistance, please call. Sincerely, CHURCH & Associates, Inc. Eric R Burns Design Technician E01=161 12 E 3 copies sent via Priority Mail 2 copies to Richards Construction, Attn: Miles Richards, 300 AABC, Suite A, Aspen, CO 81611 I C- 0 cu - Om z 0 CTI O R 0 DD z O--1 OU) m O -u OZ mX n � ' OZ O �0 OzS- 0 --1 r0 M U)(1) m G) `\N' m \ ma^ 1 y+ p e� s � \ a •: ,w, z C) D m r in �L z O c.. Cb m v A O O 3 m N m z z m m v` \ n U r x D� Z Z oG) n � D A Z oz z (n v mm v c z m i -uD0� C;� 0 0oo� 0u o0= 008 o O M o m m r-K)XM 0(oDp-U \ Oo° OP m �\ �D 0 3] Z 0 00 m -0 C�C m Q -0G (_O cn O � �x m m3 \ �z 0D TO 3om \ km r 0 ;a C) rnD (n� Mo zz To \ \ \ m T 1 '^ D' II or- 0 M 0 • WARDY-HIGHTOWER PROPERTY 6067 WOODY CREEK ROAD - MAIN RESIDENCE • PART OF SECTIONS 29 & 30, T9S, R84W, 6TH P.M. PITKIN COUNTY, COLORADO VOTE: EXISTING DIRT STOCKPILE MAY BE SPREAD OUT OVER DRAIN FIELD AREA. THE GRAVELLESS CHAMBER -TRENCHES MUST BE BEDDED IN JNDISTURBED NATIVE SOIL AND COVER ON TOP OF THE CHAMBERS RUST BE A MINIMUM OF 0.5 FEET AND A MAXIMUM OF 3 FEET. ONE 2000 -GALLON, SINGLE -COMPARTMENT, CONCRETE SEPTIC TANK FOLLOWED BY ONE 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET 4" PVC EFFLUENT LINE WITH CLEANOUTS REQUIRED EVERY 100 FEET 980 SF OF INFILTRATIVE AREA IN FIVE GRAVELLESS CHAMBER -TRENCHES. EACH TRENCH MUST HAVE ONE ROW OF 20 INFILTRATOR(R) QUICK4(TM) CHAMBERS FOR A TOTAL OF 100 CHAMBERS. OBSERVATION/ VENT PIPES (TYP.) NO WELLS MAY BE LOCATED WITHIN 202 FEET OF DRAIN FILED 20' EXISTING MIN. BARN JOB NO. 15160W . ,D3 \. • N fid'/. • GRp.VE�ROPo. 5' SETBACK TO CREED _ C LOCA 4" SEWER LINE WITH CLEANOUT irs JO O / 7 / •WV 1000 7 99 � Alpx�a5, CONCRETE DISTRIBUTION BOX WITH BAFFLE •4�" �PV�C HEADERS UIV-QF PROPOSED OWS APPROXIMATE LOCATION OF PROPOSED 5 -BEDROOM RESIDENCE 50' SEPTIC TANK SETBACK, TO CREE POND SCALE 1"=30' 1000 12/7/04 FIGURE 2 i TYPICAL PLAN VIEW - N.T.S. 4" EFFLUI 4" PVC TYPICAL CROSS-SECTION - N.T.S. INFILTRATOR(R) QUICK4(TM) CHAMBERS, 3' X 4' 4" SDR 35 PVC TOTAL - FIVE TRENCHES OBSERVATION/VENT PIPE WITH CAP //,"—EXISTING STOCKPILE BACKFILL ko' p( EXTENT OF EXCAVATION, CHAMBERS MUST BE BEDDED IN UNDISTURBED, NATIVE SOIL CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA RESIDENCE = 5 BEDROOMS, >6000 SF LOADING = 130 GAL/DAY/PERSON AVERAGE LOADING — q = 1300 GPD PERCOLATION RATE = t = 17 MPI AREA = (1.75 X q X sqrt t)/5 = 1876 SF IL 50% REDUCTION FOR CHAMBER—TRENCHES = 938 SF 1 ay SLOP EFORD 1.5' MIN RA�NgGE TRENCH SPECIFICATIONS NUMBER OF TRENCHES = 5 LENGTH OF EACH TRENCH = 80 FEET, 20 CHAMBERS WIDTH OF EACH TRENCH = 3 FEET, 1 CHAMBER TOTAL NUMBER OF CHAMBERS = 100 CHAMBERS TOTAL AREA = 980 SF DRAIN FIELD DETAILS CONCRETE DISTRIBUTION BOX - N.T.S. =LUENT LINE ) END CAPS ' 1.0 1.5 ' INLET OUTLET 4" VIEW VIEW OUTLETS *MINIMUM 5 OUTLET BOX REQUIRED TREATMENT UNIT SPECIFICATIONS TOTAL MINIMUM CAPACITY — 1.75 X q X (30 HOURS/24 HOURS) = 2844 GALLONS RECOMMENDATION — ONE 2000—GALLON, SINGLE—COMPARTMENT, CONCRETE SEPTIC TANK FOLLOWED BY ONE 1000—GALLON, TWO—COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. 12/7/04 SECTION VIEW 0 48' (EFFECTIVE LENGTH) 6 I 1,,j lul [�!) la al la al SIDE VIEW INFILTRATOR(R) QUICK4(TM) CUT SHEET 0 LJ • • 0 2000 -Gallon, Single -Compartment, Concrete Septic Tank followed by one 1000 -Gallon, Two -Compartment, Concrete Septic Tank with an Effluent Filter SLOPE GROUND AWAY FROM RISERS (TYP.) -ONDUIT TO► - ALARM PANEL (OPTIONAL) CONDUIT SEAL CLEAR ZONE OPENING IN THE BAFFLE IS AN ACCEPTABLE ALTERNATIVE TO PVC TEES HIGH MODULATING DISCHARGE ORIFICES VAULT INLET PORTS FILTER CARTRIDGE BIOTUBE EFFLUENT FILTER Patents 14,439,323 4 5,492,635 CPoreign Patents Pending 1997, Ormwo Systems, Ise. DISCLOSURE: THE PRESIDENT OF CHURCH & ASSOCIATES, INC. IS A NON -PARTICIPATING OWNER OF SCG ENTERPRISES, INC. WHICH IS A LOCAL DISTRIBUTOR OF ORENCO SYSTEMS, INC. PRODUCTS. THIS DRAWING HAS BEEN MODIFIED BY CHURCH FOR THIS PROJECT. -NOTE: OWNER MAY SELECT NOT TO INSTALL HIGH-WATER ALARM. HOWEVER, THE OWNER MUST ASSUME THE RISK OF POTENTIAL BACKUPS IF THE ALARM IS NOT INSTALLED AND THE FILTER WAS TO BECOME CLOGGED. ,CHURCH &Assoolates. Inc. 12/7/04 Hadsw° th Boulevard TYPICAL TWO SEPTIC TANK WITH EFFLUENT FILTER JOB NO. 1516OW 4501 Wadsworth Boulevard Wheat Ridge, Colorado I I FIGURE 4 `%1--T Orenco Systerr PVC SPLICE BOX Incorporated W/CORD GRIPS FIBERGLASS GASKETED 914 AIRWAY AVENUE LID WITH STAINLESS SUfHERLN OREGON STEEL BOLTS AND 2' INSULATION 97479-9012 24' DIA. PVC RISER WITH GROMMET(S) (BOND TO TANK ADAPTER WITH RECOMMENDED TEHHONE ADHESIVE) (541) 45g_4µ9 FILTER CARTRIDGE HANDLE FACSIMILE (FIELD CUT TO DESIRED HEIGHT) (541) 459-2664 TANK ADAPTER (WATERTIGHT) VENT ORIFICE EFFLUENT DISCHARGE MODULATING DISCHARGE ORIFICES VAULT INLET PORTS FILTER CARTRIDGE BIOTUBE EFFLUENT FILTER Patents 14,439,323 4 5,492,635 CPoreign Patents Pending 1997, Ormwo Systems, Ise. DISCLOSURE: THE PRESIDENT OF CHURCH & ASSOCIATES, INC. IS A NON -PARTICIPATING OWNER OF SCG ENTERPRISES, INC. WHICH IS A LOCAL DISTRIBUTOR OF ORENCO SYSTEMS, INC. PRODUCTS. THIS DRAWING HAS BEEN MODIFIED BY CHURCH FOR THIS PROJECT. -NOTE: OWNER MAY SELECT NOT TO INSTALL HIGH-WATER ALARM. HOWEVER, THE OWNER MUST ASSUME THE RISK OF POTENTIAL BACKUPS IF THE ALARM IS NOT INSTALLED AND THE FILTER WAS TO BECOME CLOGGED. ,CHURCH &Assoolates. Inc. 12/7/04 Hadsw° th Boulevard TYPICAL TWO SEPTIC TANK WITH EFFLUENT FILTER JOB NO. 1516OW 4501 Wadsworth Boulevard Wheat Ridge, Colorado I I FIGURE 4 a • n I� TP -2: • TABLE 1 - PERCOLATION TEST RESULTS 6067 Woody Creek Rd. Pitkin County, Colorado feet descrintinn DATE OF TEST: 11/10/04 0 - 0.5 ISand, gravel, fill material 0.5 - 10 ISand, silty, gravelly, medium dense, moist, with colluvial cobbles and small boulders up to 2' in diameter NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION JOB NO. 1516OW NUMBER OF„HOLES: 4;, , AVG PERCOLATION RATE_(MPI): 17 AVG. DEPTH TIME DEPTH DEPTH INTERVAL HOLE HOLE CHANGE, PERC. OF HOLE, INTERVAL, START, END, PERC. NUMBER (INCHES) RATE (INCHES) (MINUTES) (INCHES) (INCHES) RATE, (MPI) (MPII JOB NO. 1516OW NUMBER OF„HOLES: 4;, , AVG PERCOLATION RATE_(MPI): 17 • TP -2: 0 0 TABLE 1 (CONT) - PERCOLATION TEST RESULTS 6067 Woody Creek Rd. Pitkin County, Colorado feet rfescrintion DATE OF TEST: 11/10/04 0-0.5 Sand, aravel, fill material 0.5 - 10 ISand, silty, gravelly, medium dense, moist, with colluvial cobbles and small boulders up to 2' in diameter NO GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION • JOB NO. 15160W • AVG. INTERVAL DEPTH TIME DEPTH DEPTH HOLE HOLE CHANGE, PERC. OF HOLE, INTERVAL, START, END, PERC. NUMBER (INCHES) RATE (INCHES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, Impn • JOB NO. 15160W • 0 0 December 6, 2005 Ron, Sorry you didn't get the initial letter, I have attached it to this for you. If you have any questions, please give me a call. There should be any number of companies that will sample the stream locations for you and get the results to a lab. I would recommend getting bids from a couple of them before sampling. This should not take more than a day or so. I have listed below the tests we would like done for setting up a baseline condition for water quality. We are only concerned with the animal grazing and its impacts so the list is pretty simple. In field tests: pH Conductivity Dissolved Oxygen Alkalinity Laboratory tests: Nitrates as Ammonia Sulfates-SO4 Phosphates TSS -Total Suspended Solids If you or your sampling company has any questions, please give me a call. Regards, Warren C. Rider Pitkin County Natural Resources Specialist 970-429-2033 (office) 970-618-3703 (mobile) November 2, 2005 Mr. Ron LaGro C/o Amen Wardy Re: Property located at 6067 Woody Creek Road, Woody Creek, CO Dear Mr. LaGro, Pitkin County Department of Environmental Health and Natural Resources (EH/NR) has reviewed your site history and BOCC Resolution No. 99-105 as a follow up to Last week's site visit. This resolution identified a need to monitor the potential impacts of the horse and reindeer operations on the water quality of Casaday Creek as it passes through said property. The resolution reads: "The owner shall annually in August provide a water quality analysis of Casaday Creek upstream and downstream from the property to the Environmental Health Department. The initial testing in August of 1999 shall establish the baseline for comparison for future testing. If the Environmental Health Department finds that the quality of the creek is being negatively impacted by horse use, mitigation will be required in order to return the water quality in the creek to the baseline level " To date, EH/NR has not received any water quality sampling results. We do have a copy of a proposal from Wright Water Engineers to conduct this sampling in 1999. Please review your records to determine if this initial sampling was carried out. If the sampling was carried out in 1999 to establish baseline water quality conditions, upon receipt of those 1999 test results, we will waive the August sampling requirement for this year and the prior five years, but will require that you sample in November of 2005 (and forward those test results to our attention). This waiver will only be effective for 2000-2005 and annual August sampling will be required in 2006, continuing each August thereafter until EH/NR determines that no water quality degradation has occurred as a result of the animal operations on the property. ' If 1999 baseline sampling (and subsequent sampling) was not carried out, please conduct immediate sampling of Casaday Creek at an upstream and downstream location. The upstream sample results will be considered the baseline condition and the downstream sample will be considered for impacts on water quality generated from development and, operations on said property. Annual August sampling shall be resumed in 2006, A continuing each August thereafter until EH/NR determines that no water quality degradation has occurred as a result of the animal operations on the properly. We als 3 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.piddngov.com M 31 u encourage you to have the entity conducting your sampling contact this office to confirm suitable parameters for sampling. . Notice of sampling is required by EH/NR before pending and future permits will be . released or considered. Please notify Pitkin County EH/NR in writing once sampling has been carried out by an acceptable party. In order to expedite your development activities, documentation of the sampling (e.g. copy of Chains of Custody for the samples) in 2005 will be accepted to move your permitting process forward; full results will be assessed once received from the laboratory.' Thank you for your cooperation, please call if you have any further questions. Regards, Warren C. Rider Pitkin County Natural Resources Specialist Cc: Lance Clarke'. Carla Block 0 0 J Form No. OFFICE OFTHO TATE ENGINEER GWS-25COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 WELL PERMIT NUMBER 265951 APPLICANT DIV. 5 WD38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 NW 1/4 Section 29 ROBERT A HIGHTOWER Township 9 S Range 84 W Sixth P.M. 210 S GALENA ST ASPEN, CO 81611-1904 DISTANCES FROM SECTION LINES 900 Ft. from North Section Line 900 Ft. from West Section Line UTM COORDINATES (Meters Zone 13 NAD83) PERMIT TO CONSTRUCT A WELL Eastln 9 Northing: ISSUANCE Of- THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur 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 this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a residential site of 14.70 acre(s) described as that portion of the NW 1/4 of the NW 1/4, Sec. 29, Twp. 9 S, Rng. 84 W, Sixth P.M., Pitkin County, more particularly described on the attached exhibit A. 4) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling. The ground water shall not be used for irrigation or other purposes. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. (', I0/4/03- REGE3'i/ig , OCT 13 2005 PITKIN COUNTY ENVIRONMENTAL HEALTH APPROVED %/ CDK29'0 Receipt —.__ State Enn leeri� \ ,G Recei t No. 0542334 DATE ISSUED in-nF-gnns Bcvoio Trn., -- -- _ _ _ _ np6T eeu.lwn 1'ICr't7ElD PLAN r ~.rr 9Qr AFLAN 12/05/2005 19:19 97094748 SAMUELSON PUMP IC PAGE 01/01 December 5, 2005 M Richards Const. Bob Hightower 300A AABC Aspen, Co,.81611 On 11/17/05.. a well test was conducted on a well on the Hightower Property. The following information was obtained; Well Depth---------------------------------- 400' Casing Size------------------------------------ (7 x 5)" Standing water level----------------------- 46.8' Total test — ------- 4 Hours Drawdown to -------------------------------- 100.8' Production is ------------ ---------------------- 12 GPM This test was conducted with 1 1/2 Hp pump. The well water level recovered back to 49.7 in 60 Minutes. if you have any questions please call me, Raun Samuelson at 970- 945-6309. Sincerely; Raun E Samuelson Samuclaon Pump Co. _ P.O. Box 297 • Glenwood Springs, CO 81602 • (970) 945.6309 • Fax (970) 947-9448 35 Woter Systems • Snips, Service & Instollotion Date: 3-9-04 Proposal Submitted To PINNACLE WATER GROUP, INC. TELEPHONE: 970.963.2773 1629E DELORES WAY FACSIMILE: 970963.0131 w CARBONDALE, CO 81623 Work performed At 12� ZR, LN U LD Name: Storm Kine Meek/Keith Forney Client Wardy/Hiehtower Res. Address: 3158 Baron Ln Address: 6067 Woody Cr Rd Mailing: Unit 7A Mailing: City,Zip: Rifle, CO 81650 City,Zip: Woody Creek, CO Phone: 625-8551 C-989-0086 Phone: Fax: 625-8552 Fax: E -Mail: E -Mail: VA Water Treatment Proposal i 5 Domestic Water Supply Spring Water is fed into a 10-20K underground storage tank. The water is gravity fed to the home with approximately 35 psi of water pressure. This is to be increased to 60 -psi minimum with a peak flow rate of 40 gpm. System Design Parameters • Single Family Residence • Average water use estimated at 500 gallons/day • Treatment Parameters: o Turbidity o Hardness o Bacteria (Surface Water) .3(p CULLIGAN. DEALERS ARE INDEPENDENTLY OPERATED • i PINNACLE WATER GROUP, INC. TELEPHONE: 970-963.2773 1629-E DELORES WAY FACSIMILE: 970963-0131 CARBONDALE. CO 81623 Filtration Option 1 20" BB Sediment Filter - Duplex $ 480 Contractor Discount $ 48 Tax 6.4% $ 27.64 Installation 250 Total $ 709.64 This is an economical way to protect water treatment equipment and other appliances. This high flow filter ensures long life and minimal pressure drop. Cartridge life depends upon water usage and dirt content of raw water supply. Option 2 HUR 40 $2,450 Contractor Discount - $ 245 Tax 6.4% $ 141.12 Installation 450 Total $2,596.12 One Micron Filtration for all domestic water. This stainless steel unit is for customers on surface water supplies such as Spring Water, Aspen, Snowmass, Beaver Creek and Wildcat. This system is a very cost effective way to meet the need for improving domestic water at every faucet for cyst removal such as giardia and cryptosporidium. This is a great option for 1 -micron ultra filtered water. Additionally this system makes an excellent pre -filter for most water treatment. These systems do not require back washing and have no moving parts, nor do they use electricity. Price includes the initial filter load and standby load. 37 CULLIGAN. DEALERS ARE INDEPENDENTLY OPERATED PINNACLE WATER GROUP, INC. TELEPHONE: 970.9632773 a 1629E DELORES WAY FACSIMILE: 970-963-0131 CARBONDALE. CO 8I623 Disinfection Option 1 Culligan/Aquafine DW -8 Series — Triplex $4,950 Contractor Discount - $ 495 Tax 6.4% $ 285.12 Installation $ 650 Total $5,390.12 These units require no chemicals to sterilize the water. They will not impart taste or odors. Units are stainless steel with quartz lens. These systems are used for surface water (springs, creeks, shallow wells) treatment, whenever water is stored in large tanks, and/or after full line carbon systems for background bacteriological control. These are the most popular units for controlling bacteria and replace chlorine feeders. This is an excellent high flow system (30 gallons per minute), which will minimize pressure loss on 4-7 bathroom residential applications. All Ultra - Violet Systems require 1 micron pre -filtration. UV Lamps require changing after a running time of 1 year. Quartz Lens requires annual cleaning. Option 2 Culligan/Aquafine CSL -6R $5,650 Contractor Discount - $ 565 Tax 6.4% $ 325.44 Installation 650 Total $6,060.44 These units require no chemicals to sterilize the water. They will not impart taste or odors. Units are stainless steel with quartz lens. Lens and bulbs need changing after a running time of 1 year. All units come with a temperature safety controller and an elapsed time meter. These systems are used whenever water is stored in large tanks, for surface supplies and or after full line carbon systems for background bacteriological control. These are the most popular units for controlling bacteria and replacing chlorine feeders as the main control for bacteria. The meters monitor the usage and save money on bulb replacements. The CSL -6R is rated for 40 gpm peak flow. Options for CSL Svstems UV Sensor and Temperature Safety Sensor $2,125 Contractor Discount - $ 213 Tax 6.4% $ 122.36 Installation $ 175 Total $2,209.36 These options are available on commercial grade units only. These are safety options that will automatically signal a UV lamp is not working or automatically shut off when the temperature of the water reaches a programmed set point. This feature is important when the water is not used consistently or frequently. 13? 3G CULLIGAN. DEALERS ARE INDEPENDENTLY OPERATED PINNACLE WATER GROUP, INC TELEPHONE: 970-963-2773 1629-E DELORES WAY FACSIMILE: 970,963-0131 CARBONDALE, CO 81623 Water Softening - Hot and Cold Domestic Water Option 1 Culligan PV 45 A/S $3,395 Contractor Discount - $ 340 Tax 6.4% $ 195.52 Installation 650 Total $3,900.52 • The PVE-45 Systein has a High Flow Rate of 35 Gallon per minute Peak Flow, for up to 1 1/2 inch plumbing. o The higher the flow rate of a system will mean lower pressure loss under high water use conditions. o This system will cause moderate pressure loss for this home tion 2 Culligan PVE-60A/S $4,045 Contractor Discount - $ 405 Tax 6.4% $ 232.96 Installation $ 650 Total $4,522.96 • The PVE-60 System has a High Flow Rate of48 Gallon per minute, for up to 1 1/2 inch plumbing. o The higher the flow rate of a system will mean lower pressure loss under high water use conditions. o This system will cause slight pressure loss for this home tion 3 Culligan PVE45 Duplex A/S Contractor Discount Tax 6.4% $5,950 $ 595 $ 342.72 Installation $ 850 Total $6,547.72 • The PVE-45 System has a High Flow Rate of 70 Gallons per minute Peak Flow, for up to 1 1/2 inch plumbing. o This system will cause virtually no pressure loss for this home. The PVE Systems include o The exclusive Aqua -Sensor for maximum water and potassium efficiency o Brine Reclaim Option for additional potassium savings of more than 25%. This is an exclusive feature only available with Culligan systems. Contact your representative for pricing. o The MVP controller, standard on all PVE Systems, allows for progressive now operation (another Culligan exclusive feature) on larger homes S9CULLIGAN. DEALERS ARE INDEPENDENTLY OPERATED 0 PINNACLE WATER GROUP, INC 1629-E DELORES WAY CARBONDALE, CO $1623 Water Softening — Hot Side Only Domestic Water Option 1 Platinum 12 A/S $2,895 Contractor Discount - $ 290 Tax 6.4% $ 166.72 Installation 450 Total $3,221.72 TELEPHONE. 970.963-2773 FACSIMILE: 976963.0131 This is an excellent high flow system for minimal pressure drop on 3-5 bath homes. This unit has a 1 1/4" plumbing size at 15 gallon per minute peak flow. This is the highest flow rate available in a non-commercial unit. This unit has a State of the Art Controller with the exclusive Culligan Aqua -Sensor and Quadra-Hull Tank... unsurpassed quality! Option 2 Culligan PV 45 A/S $3,395 Contractor Discount - $ 340 Tax 6.4% $ 195.52 Installation $ 650 Total $3,900.52 The PVE-45 System has a High Flow Rate of 35 Gallon per minute Peak Flow, for up to 1 1/2 inch plumbing. o The higher the flow rate of a system will mean lower pressure loss under high water use conditions. o This system will cause moderate pressure loss for this home i O CULLIGAN. DEALERS ARE INDEPENDENTLY OPERATED DARD BACTERIOLOGICAL WATER TEST ANALYStSTARr_UNSURABLE . -DNOWMASS WATER 8 SANITATION DISTRICT - 7 P.O. BOX 5700 - SNOWMASS VILLAGE, C081615 ANALYSTIIST SH _FOR TEST _ R TS MEMBRANE FILTER m PWS Iw_ Sample Location S L � t` NAME OF DIRECT z SAMPLE TAKEN DATE 3'' -OLA TIME SUPPLY b-NMLA W COLIFORM ABSENT PRESENT a. CHLORINE FECAL ASSENT PRESENT Lu COUNTY vTV-T N SAMPLER b t: RESIDUAL MGA I Q ( ) COMMUNITY SUPPLY ( ) ROUTINE DISTRIBUTION SYSTEM SUPPLY ADJUSTED o J H COU 7 1 l NON COMMUNITY ( )CHECK SAMPLE ( 1 PROCESS WATER ' COLIFJRMII00ML = LAL17L SULFATE BROTH j 1 OTHER PUBLIC (pCl RAW ( ) GROUND 1 ) SURFACE = ! 0 (PRIVATE I ) SPECIAL PURPOSE SAMPLE MOTEZS: IF ALL INFORMATION IS NOT SUPPLIED, THE SAMPLE WILL BE DISCARDED. 24 F- `3 F FI REMARKS: .XI�.�A ` "B Il Z RETURN TOV'I-\�'L-��`t+R- Q (.aK�N/`I 1 OBB 1 $ �J0 ADDRESS J_� .- 0 � L/ -'Li`-` _ _ MPN COLIFOIMYiO)ML I C CITY-STATE_[ � R, _�G- 1bs1.�___ RESULTS GREATER THAN OPE COLIFORM PER IDD MI.. INDICATES PHONE QZf;.,94�3 a --I ._- NON-COMPLIANCE WITH MINIMUM is,SEE REVERSE FORTIME LIW TATIDNS SAMPLING WSTPLGRIONS AND DEFINITIONS. DRINKING WATER S 7AACARDS. LAB.MICRO 1WfWV 2-0) ! M -_ G oc� Ick �° FROM : STUTSMAN GERHAZ • FM< NO. : 970 923 0547 • Apr. E7 2005 03:511"M P1 STUTSMAN-GERBAZ EARTHMOVING Highway 82 1Myles�I�rdsConstru Residence0376 Snowmass, Colorado 81654 6087 Woody Creek Road Si ework to complete for Cf0 Water, supply system, hydrant locted on South side of parking 60' East of foot bridge. $ 585.00 Load and transport water tank to site. $ 15,771.00 (1) 20,000 gal water storage tank excavation, install, 318" rock backfill. g 2,800.00 Tank inlet, outlet, and over flow piping. Installation of 485 LF 8" 6900 water line @ $ 78.00 per LF. $ 37,830.00 Installation of 6" C-900 water line and fire hydrant. $ $ 4,592.00 884.00 Move fill pile to another location on site to install 4" water line. Installation of 160 LF 4" water service line to main residence @ $ 54.00 per LF. $ 0,640.00 $ 1'613.00 Repair driveway. $ 969.00 Tee, 4" valve, and 4" pipe stub for future barn. $ 820.06 Installs ion of 1" purecore temporary line t trailer 410 If C $ 2.O0 per LF. Total 5 74,504.00 Septic system installation. $ 2,505.00 Move fill pile to another location on site. $ 2.022.00 Infiltrator units. $ 4,200.00 Excavate, install and barKfiil infiltrator units. $ 1'x'00 Headers, vent pipes, distribution pipes and installation. 5 5,255.00 Sewer line. $ 3.521.00 2,000 and 1.000 gallon septic tanks. $ 4'206.W Excavate install e d backfill septic tanks Total $ 23,175.00 Excavate, bed, backfill geothermal lines to pond. 280 LF @ 3 28.00 per LF. Total $ 7,860.00 Excavate, and backfill bump outs in foundation. $ 387 00 Excavate. 43 CY Q $ 9.00 per CY. $ 324.00 Foundation drain. 24 LF 0 $ 13.50 per LF. $ 105.00 Backfill, 5 CY Cal S 21,00 per CY "— Total $ 616.00 Complete main residence backfill. $ 1.700.00 Rubber tire backhoe. 20 hours @ $ 85.00 per hour. $ 800.00 Skid loader. 10 hours @ $ 80.00 per hour. Labor. 20 hours @ $ 35.00 per hour. $ 700,00 Walk behind compactor. 2 days Q $ 300.00 per day. $ 600.00 Install e" drain grates. 3 grates @ $ 110 each. $ 330.00 $ 4,130,00 Grade & spread 314" road base on driveway. 5080 SF lM $ 1.50 per SF. Total $ 8.520.00 Silt fence. 400 LF a $ 3.00 per LF. Total $ 1,200.00 1,000 gallon propane tank, and propane line excavation, bedding, backfill only. Propane tank excavate, bed. and backfill, $ 2,068 00 Propane line excavate, bed, and backfill, 420 LF @ $ 12.50 per LF. $ 5,25000 Total $ 7,316.00 Install power pole at future transformer location and run electrlclal service to main house. Power pole installation ( by Holy Cross Electric ). $ 3,500.00 Excavation, bedding, & bachf It for electric &arvice. 200 LF a $ 15.50 per LF. $ 3,100.00 $ 8.600.00 Excess fill to remain on site. Stabilization or work on slope along NW side of house is not included. Grand Total E 134,103.00 Boulder work and rock excavation are not included. Ground heating and thawing is not included. Exterior slab prep is not included- Figured by Dove 417105 Excavation for soil nailing on the North West side of the house is not included on this bid. yZ Dec -30-05 09:11A Tom IVtztr, Ll 9784-0312 P-02 C) agog-oozo fZQw JOA111 C. K"MAAT A CO. HAND JUNCTION IABORATORIR 639 NORn1 AYRMtM ♦ PMeMW- (eso) 242-7010 0 WAS: (0701 2t2-7229 0 t Arr JwcT��wppw, ee� ,4p ► 61901 — — ANALYTICAL REPORT --- t c- L001;> Aquatoc Systems Rmedad /.vat: _ ATTNa Lias PO Box 409 Glanwnnd Sprin4a, rO 91602 a 974-984-0311, FAX -0312 J 0678 wait ur Caeb,aar Np IW_ 12! 16/Or 12/2'alCf,•, Dale Readwad Dab Rm0mr4d --- Job Invoice M 2:201, Creek Wmter, 6067 Woody CrPwk, Bear Danee P.-,ns_h Sample 0676 0679 Above ReSidenrc- Pplow Reeidence 12/13 12/15 pN 7-5 r,9 COnductivitylr25 dao C 305 umhos/cm 504 umhaslcm F'hrnol. Alkallnity(CaCO3) 0 mq/1 (1 0%9/1 Total Al Y.alinity(CaCO3) 147 mg/1 151 mail AmmoniaiN) C0.01 mg/l u1 mg 11 Sul*�te(SO4) 7t mg/1 iu mq/1 Phusphate(F) 6.02 mg/l V.vl mg/1 Total Suspended Solids :s mq/l 6 mg/1 Dissolved Oxygen 101.2 mq/1 9.4 mg/l RECEIVED DEC 3 0 2005 PIT).,N CDUNTY EWM--*(MEWAL HEALTH means "less than" (Clone was detectpd, and the number given is the loww,- limit 04 dntectlon) Lab Dins Frian Q. Btuar DISCLAIMER: Applicants acknowledge that they have been informed by Pitkin County of the existence of 1041 environmental hazard areas that might affect the property and impro onto and the use and occupancy therof. i Amen Wordy ower CorwmuNi+y DeualI Review This amended 1041 Hazard Review Site Plan has been reviewed and appoved by the Community Development Director this day of 2004 and is subject to Administrative Determination No. 21 —2004— 4 recorded as Reception No.g 4�— � W CLERK AND RECORDER'S CERTIFlCAm.. This amended 1041 Hazard Review Site Plan has been accepted for filling in the Office of the Clerk and Recorder of Pltkln County, Colorado, this day of in plot book and page By *"4_ Clerk and Recorder Pitkin County, Colorado 'DcukG: — ) %LOO'{ Parcel I.D. Number Legal Descirotion 264120200029 Notwo€�nresteld Surve io. �oit,u,�,a,sthed{p i 4yn—�e nof� 1q,Sf� 8�jzi Prlt� 0a1 om seetsu� a �' e`o e j1°n" ook� ��yyy��ta page recur a o 1 fn un y 24 19 TIE FROM SECTION CORNER 25 -''�� S 750 46'49" E 5349.3' (DEED N 75 43" W 81.05 CHAINS) 3 1/4" ALLUMINUM CAP' ON A 30" ALUMINUM ROD L.S #19598 (SET) CORNER # 1 H.E.S308 POINT OF BEGINNIN N REBAR AND CAP LS #19598 (SET) \ SEPTIC ENVELOPE' WARD" HIGHTOWER AMENDED 1041 HAZARD REVIEW APRIL 14TH 1 0 f 1p20 SITE PLAN 2004 1 = 50' - 0" NORTH POND rr- Vit►,►�� ABANDONED ACCESSORY' ENVELOPE `.�maw- I FOUND # 5 REBAR CORNER #3 H.E.S. #308 FOUND ORIGINAL STONE CORNER #2 H.E.S. #308 1 OF 2 L1 z� ME , B ENYEIDPE Zk 71E "� P M FEND WARD HIGHTOWER -')ED REV!'. 1041 HAZARD REVIEW r SITE PLAN /` FEB 17TH 0G41 1 = 30, - 0" \ j! PRIOOOTPRR OG HOME \� 20 ! � �K 0 C C L > , NORTH i i ---------------- \ RUQ DISCLAIMER: -Applicant acknowledges that he has been informed by `\ -Pitkin County of the existence of 1041 environmental hazard areas that might affect the property and improvments and the use and T A K F occupancy therof: weTER v VE Lacena+? A I Y EE TYPICA �\ BY Amen WWI* Owner \ By 1 \ � 1000 / Rob , owner r _ Hearing 0 facer Review \� I This 1041 hazard review site plan has been reviewe4 and appoved by the Community Development Director/ Hearing Officer is to U �� thio day _ of 2004 and subject ( \ Administration / Hearin Office• Determination No. recorded as Reception No. in plat book on page as reception number. 9 pR°P°SFD R roan L "J'Y and \ \ NN7 T B ,-- �, J� POND v \ -- - ----------- POND CLERK AND RECORDER'S CERTIFICATE: This 1041Hazard review site plan has been accepted, for fiilina in the office of the clerk and recorde ,- of Pitkin County, Colorado, this day of v in plat book or page as reception numb r. 0 By 2004 -------___ --------------- Clerk and Re order i i Pitkin County, C orado Parcel I.D. Number / J Legal Descirption \`\ 264129200029 ,' /Homestead E7tr Surve No. 0�, situated i iwent �g� nd in 0 t n h' 9 a o ' es? of h ySi,h lir{ c� �! $hty- �6t d�'atcn ta� Flomestea recorded in Book 7 page recor�s of Pitkin Count ,