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Home My WebLink Aboutpitkin.eh.264514300002 (2004) CDU-BarnPitkin County Environmental Health Departmw.t Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 0`� I t 2.645-143 03-001 s� Permit # 04096 Parcel ID #� ' `'f `3 ' Type of permit New Repair( x ) Addition/Remodel to House( ) Name of Owner Snowmass Creek Ranch LLC Street Address 5721 Snowmass Creek Road �i �` "tfsr+ �i{59 �u3�1Ad� Property legal description Size of lot Total square footage of the house Water source Private well # of bedrooms in house # of offices, lofts & similar sized rooms in house Caretaker unit detached Total square footage of the caretaker unit 1200 sq ft # of bedrooms in caretaker unit 3 # of offices, lofts & similar sized rooms in caretaker unit 1 Designed for what # rooms (list) 4 bedrooms Permit information Designed by All Service Septic Mailing Address PO Box 2844 Glenwood Springs CO 81602 Perc rate 27 m i Profile hole depth 6 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1312 gallons Minimum Absorption area Greater than 6 ft 545 sq ft w/ 50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated November 15, 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. There must be at least 20 feet from the apartment to the field. This system will consist of one 1500 gallon two compartment tank with an effluent filter on the outlet. The field will consist of a distribution box with a baffle and three trenches, each with 12 Standard sized gravelless chamber units for a total of 36 chambers, or if Quick 4's are used, there must be a total of 56. Installation must be a maximum of 2 feet below the surface due to exploration to only 6 feet. This department does nol: 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 encouraged. Permit approved by: C l .2 fij_.L� L VX , Date: 1 I jz�9?1,o4, 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 ust be included with this permit before the final approval will be issued. Installer: C`t f 11 U T [/ S Final approval:Date: % 1 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 7 I -7 ( V �� I Send to: 5�L� Ac From: Auc,l� Attention: VA V.\ Office Location: Office Location: Phone Phone Number: Fax Number: �t _ )41f � Number of Pages, Including Cover: ❑ URGENT + ❑ REPLY ASAP ❑ PLEASE COMMENT ❑ PLEASE REVIEW WOR YOUR INFORMATION COMMENTS: xv aby5-��3-03 00 Pitkin County Environmental Health and Natural Resources 14 0405 Castle Creek Road, Aspen, CO 81611 Phone (970) 920.5070 1 Fax(970)920.5077 Web site www.aspenpitkin.com/depts/12/ Name of OWNER 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 cry K)4nfcH L -L-, - Owner's Mailing Address 5 7 A y -w City, State, Zip t7ZAiWA/YJ C 0 I y `'t Business Phone: k25' Home Phone: (�?0� �; Z 3'�� % E-mail Address: _44IC44A,n 4) a,-41Vn C` . Primary Contact Person (all communication regarding this permit will go through this person) Name l 1`� � L A/ 4/, Company cll(i� (sCiNnC L.L. C Contact Mailing `Address � 7 ?�1�1 r c1�t 'G` p City, State, Zip �;" Uma Business Phone Cell Phone: Z-Y`R Fax �('lD z>2 E-mail Address:/y'le_ A Parcel ID # (available from assessor's o at 920-5160 or at www.pitkinassess r.oi Building Permit # (if available) `v IA Street address of property Legal Description: Lot Block Size of lot: acres. Ct ,Filing Type of proposed structure: ,Subdivision (MW Total square feet of house: «� # ofbedrooms(potential) in house Caretaker Unit: Attached ( ) Detached (f Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker Permit is for: New Home ( ) Repair due to failure) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( I 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 rata 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 rMainder, 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, proporty 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. ?51_ t![�m t t41 The Pitkin 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 own y.ssumes fuull esponsibility in case of failure of the system. r f a licant � Gds Date -71 Signature o pp o Received by Receipt # Date G:\isds\isds applic\isdsapp rev072904.doc Y ( Olt H11 p p0 Box 5844ME Glenwood Springs, C0 81602 Ph Fax30-216-2 2 Fax December 17, 2004 Project No. 1040 Timothy McFlynn Snowmass Creek Ranch, LLC 5721 Snowmass (reek Road Snowmass, Colorado 81654 &1V3H IV N31NN081AN3 Jllf�ftt,'�'��:�1.Pd Installation Observation, Existing Apartment SAIN 5721 Snowmass Creek Road � U vvr. Pitkin County, Colorado 03AI V Mr. Flynn, ALL SERVICE septic, LLC performed an installation observation on November 24 and December 10, 2004 for the subject property. The installation included one 1500 -gallon, two-compartment precast concrete septic tank with an effluent filter on the outlet, followed by 545 square feet of drain field. The drain field consisted of 3 trenches and a total of 56 `Quick 41TM chambers. Two trenches had 19 chambers and one trench had 18 chambers. A distribution box was installed to distribute effluent. This was installed per Pitkin County Environmental Health Permit # 04096. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. Please call with questions. Sincerely, ALL SERVICE septic, LLC krP --�`- ,,i Timothy R. Petz 2 copies sent Reviewed By: Richard H. Copy sent to Pitkin County Environmental Health Department 5721 SNOWMASS CREEK ROAD SNOWMASS CREEK RANCH, L.L.C. PITKIN COUNTY, COLORADO ALL PRO. NO 1040 SERVICE SEPTIC, LLC FIGURE 1 870-618-5033 Tim Petz, 08:01 AM -4/21/2005, McFlynn Septic Pictures Page 1 of 1 auth-sender: timpetz(iimail2tim.com thread -index: AcVGg;vooODZjs5HXR4SPM13CHz94YQ== Thread -Topic: McFlynn Septic Pictures From: "Tim Petz" <timpetz@mail2tim.com> To: <nancym@ci.aspen.co.us> Cc: <smello@sopris.net> Subject: McFlynn Septic Pictures Date: Thu, 21 Apr 2005 08:01:20 -0700 X -Mailer: Microsoft CDO for Exchange 2000 Importance: normal Priority: normal X-OriginalArrivalTirne: 21 Apr 2005 15:01:27.0194 (UTC) FILETIME=[FEODD7AO:O1C54682] X -Spam: exempt X -MAIL -FROM: <timpetz@mail2tim.com> X -SOURCE -IP: [66.28.189.48] X-MailScanner-Information: Please contact the ISP for more information X-MailScanner: Found to be clean Nancy, A 90deg PVC section was added to D -box to 'baffle' flow, as seen in picture. A handle was installed on Filter to access from present grade. see pie All 'tees' on tanks are acceptable. see pie Risers and Lids are in place. Tim R Petz ALL SERVICE septic, LLC Onsite Wastewater Systems 970-618-5033 li2 IMG 1955.JPG r*1 IMG 1956.JPG li� IMG 1957.JPG Printed for Nancy N[acKenzie <nancym@co.pitkin.co.us> 4/21/2005 4 Il • Ift 0 0 0 Pitkin County Environmental Health Department ,f.. I N I — _ ^ Contact Log Sheet �q Person Spoken To Comments / Action to be Taken• m®NI �� cam r� ::� • . ANN ■r,PIMIMS - ■ter Sam MIAMI M' • MITIRP !10 MINE &Iwo's AIN® HIM VAR A KI MAIN ®nn' .. , ,1.HIM . ■ �. MAMMA HIM IMMNOW-FIRPRI-PRI- fMr MU ' HIM �HIM �HIM §!��JTE RESOLUTION 9 242 1 P.2_....,_...'r,__..._.... -NW 22 '04 03:49PM ASPEN RAW !cow fp CA# ............ 7-7, PITKIN ENVIRON MENTAL HEALTH DEPARTMEN ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (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 600 State Review Required"? no Perc Rate i (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1050 Minimum tank capacity i > gallons Absorption Area (=Q/,5 X SQRT perc rate) A = 1091.192 sq. ft. of absorption area required 70 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum: 50% 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: 75 A = 545.596 sq.ft. with 50% reductionTRENCHES 763.83441 sq ft 30°% reduction BED gravelless chamber units with reduction 49 chamber units with reduc. Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) SETBACK FROM WELL # of feet = 104 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 54 SETBACK FROM DRY GULCH # of feet = 29 jima@co.pitldn.co.us, vicldm@co.pitldn.co.us, tonyf@co.pitkin.c, 11:00 AM 9/22/2004, Martin -5721 Snowm 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: Martin -5721 Snowmass Creek Rd Cc: Bcc: Attached: Eh can sign off on those old building permits that never got CO's, the ones that are holding up the issuance of the building permit for the new residence. We have issued a septic permit for the new main residence so we are okay to issue the building permit for that project. d - Printed for Nancy MacKenzie <nancym@co.pitldn.co.us> 1 Ll F'0 Box 5844 SIR Vp 1ilenwood •'h970- 18-5033 ax 03.21629 6s, CO 81602 November 15, 2004 Timothy McFlynn 5721 Snowmass Creek Road Snowmass, Colorado 81654 Project No. 1040 Subsurface Investigation and Repair Onsite Wastewater System Design, Existing Apartment 5721 Snowmass Creek Road Snowmass, Colorado Mr. McFlynn, ALL SERVICE septic, LLC performed a percolation test and a repair onsite wastewater system (OWS) design for the apartment unit at the subject property. The property is located in Snowmass, in an area where OWS and wells are necessary. This letter is to be used in conjunction with plans provided. EXISTING CONDITIONS An OWS repair design has been prepared for a barn with an attached 3 -bedroom apartment. The apartment currently uses an OWS, which will be abandoned. The barn section of the building has no plumbing. There is an existing residence under construction that will utilize a separate OWS. A well serves the structures and is located 250+ feet from the proposed OWS. SUBSURFACE The subsurface was investigated by excavating an 8 -foot test pit near the proposed drain field location as shown on attached plans. The test pit indicated the site has 8 feet of sandy clay, with scattered gravel and boulders. Groundwater or bedrock was not encountered. Percolation rates ranged from 20 to 40 minutes per inch ( MPI) with an average percolation rate of 27 MPI. OPERATION INFORMATION AND MAINTENANCE The surface of the; drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Repair OWS Design for Apartment November 15, 2004 Project No. 1040 Page 2 The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. At the request of the owner, an additional bedroom will be included in the design. Therefore, OWS design specifications for both 3 and 4 bedrooms have been provided. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed : ci r VPVI- � ? 00 Timothy R. Petz Richard H. . I � vat. NC 3 copies 4�� SITL 'LAN AND LOCATION OF Q PERCOLATION HOLES SCALE 1 " = 300' NORTH I �I oI z o ! ml DRIVE w / a O a / I OQ BUILDING ENVELOPE PROPOSED /V I RESIDENCE I I 3 co I ACCESS / ENVELOPE / I I 1 � ARENA, STABLES, AND APARTMENT RIDING ARENA OUPPER CABIN / V ' V ' 5721 SNOWMASS CREEK ROAD ALL PROJECT NO. 1040 SNOWMASS CREEK RANCH, LLC SERVICE SEPTIC, LLC PITKIN COUNTY, COLORADO 970-618-5033 FIGURE 1 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1040 PROFILE PIT Date of Test: 11-11-04 0 - 8' Sand, Clayey, Dense, Moist, Brown/Dark Brown Sparse Gravel and Rocks up to 1ft in Diameter No Groundwater or Bedrock was Encountered Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI 2 29 10 (in.) (in.) 1.00 1 34 10 3.25 4.00 0.75 10 4.00 4.50 0.50 10 4.50 5.25 0.75 10 5.25 6.00 0.75 10 6.00 6.50 0.50 20 10 6.50 7.25 0.75 2 29 10 2.50 3.50 1.00 10 3.50 4.25 0.75 10 4.25 5.00 0.75 10 5.00 5.75 0.75 10 5.75 6.75 1.00 10 6.75 7.25 0.50 20 3 31 20 4.25 5.00 0.75 20 5.00 5.75 0.75 20 5.75 6.50 0.75 20 6.50 7.00 0.50 20 7.00 7.50 0.50 40 20 7.50 8.25 0.75