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HomeMy WebLinkAbout38 Elk Bugle - 194121402005Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY Proiect Address 000038 ELK BUGLE WOLCOTT AREA, CO Owner Information Address Parcel No. 194121402005 John Richey 6230 Doliver DR Phone: (713)818-6088 Houston CO 77057- Cell: I Engineers) Phone I Contractor(s) License Number Phone Primary Contractor Septic Smart (970)343-0229 Yes Inspections: For Inspections call (970) 328-8755 Inspection IVR Permitted Construction / Details: Permit is for the installation of an Eliminite 3000 which connects to the Lower Aspen Bluffs cluster system via an HDPE force main. Double encase the pipes under the road crossings to protect from freezing. Install per engineer design signed, stamped, & dated 3/11/08 CONDITIONS: Office Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMITAND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Terri Vroman June 17, 2008 Issued by: Environmental Health Department, Eagle County, CO Date Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 EAGLE COUNTY 000038 ELK BUGLE WOLCOTT AREA, CO John Richey 6230 Doliver DR Houston CO 77057- I Enaineer(s) Phone I Contractor(s) License Number Phone Primary Contractor Septic Smart (970)343-0229 Yes Parcel No. 194121402005 Phone: (713)818-6088 Cell: Inspections: Forinspectionscalt (970) 328-8755 Inspection IVR Permitted Construction / Details: Permit is for the installation of an Eliminite 3000 which connects to the Lower Aspen Bluffs cluster system via an HDPE force main. Double encase the pipes under the road crossings to protect from freezing. Install per engineer design signed, stamped, & dated 3/11/08 CONDITIONS: Customer Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMITAND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Terri Vroman June 17, 2008 Issued by: Environmental Health Department, Eagle County, CO Date Department of Environmental Health Eagle (970) 328-8755 Fax: (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit # Idrrr-1�,95 Building Permit # INCOMPLETE APPLICATIONAWILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $373.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: John and Beth Richey Mailing Address: 6230 Doi iver Drive, Houston, TX 77057 Phone: 713-818-6088 Applicant/Contact Person: Holland Creek Metro, Attn: Donald Odell Phone: 970-754-2937 office Licensed Systems Contractor: Donald Odell Company/DBA: Septic Smart, LLc Mailing Address: PO Box 1812, Edwards, CO.81632 License # 04-08 Phone: 970-343-0229 cell Permit Application is for: x New Installation r Alteration r. Repair Location of Proposed Individual Sewage Disposal System: Legal Description: Lot 16 Red Sky Ranch Tax Parcel Number: 194121402005 Assessor's Link: www.eaglecounty.us/patie/ Lot Size: 1.644 Physical Address: 038 Elk Bugle Lane, Wolcott, CO.81655 Building Type: r Residential/Single Family Number of Bedrooms: 5 r Residential/Multi Family Number of Bedrooms: F- Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: F Private Well F- Spring r— Surface r Public If Public Name of Supplier : Holland Creek Metropolitan District Applicant Signature Office Use Only Amount Paid: 37 U0 Receipt#: '5dheck#: `_f �, Date: I l� I MAN Page 1 of 2 Ray Merry From: Donald Odell [DOdell@vailresorts.com] Sent: Wednesday, June 04, 2008 9:28 AM To: Ray Merry Cc: Thomas J. Kallenbach, P.E. Subject: RE: Lots 16 and 74 RSR Ray, My comments are below; I have also copied this to Tom so he may have some input also. On lot 74 the drip was actually chosen due to the close proximity to the golf tee box on fairway 12. 1 decided to go with drip because of two reasons, 1st the equipment required to install is much smaller and quieter causing less distraction to the golf clients. Most of the drip installation work is actually done by hand. The 2nd reason I chose drip was this area is in a highly visible location and there is less disturbance to existing vegetation required to install the drip. We do have adequate soils on this site and could go with chambers if necessary. My intention is to use drip more frequently at Red Sky in visually sensitive areas. As I have become more familiar with it I feel it is a great choice in a lot of locations. I requested that Ted design lot 74 with drip if at all possible. I will discuss with Ted to determine the best way to incorporate the soils information into the plan. The simplest way may be to copy the portion of the overall site study that Tom did which pertains to a particular lot and include that information in a cover letter describing the soils. So far lot 80 has been the only lot with less than 4 feet. When we start construction on a site I do check the soils and verify the soils are suitable for the design. We have the advantage that because I am on site almost every day, I also see the open excavation of the house foundation before I begin installation on the site. If a site looks like there may be an issue I can dig a test pit in the drain field area so we have plenty of time to adjust the ISDS plan if needed. For Lot 16, when the Aspen Bluff cluster system was designed, it was to handle lot numbers 9-15. At the time of platting lot 12 was eliminated due to realignment of golf hole number 13. The drain field for lot 16 was designed to be in the open space on the ridge over looking most of Red Sky. After discussing with Tom, the size of the cluster system was not changed which allowed for the lot 16 to be added to it replacing lot 12. This saves the native area from disturbance. We intend to use directional boring and pull a 4 inch HDPE sleeve from the lot 16 side of the road all the way to the drain filed connection point eliminating most of the surface disturbance. After the 4 inch is in place we would pull through a continuous section of 2" HDPE dose line inside of it. This would basically give a double encased pipe the full distance. I can have Ted add some notes to the plans detailing that method of installation. I will discuss with Tom the best way to address the capacity issue. Cluster system capacity may be best in the cover letter, replacing the soils information section in cases where drain fields are already installed. Don From: Ray Merry [mailto:Ray.Merry@eaglecounty.us] Sent: Tuesday, June 03, 2008 11:55 AM To: Ted Cotton; tjk@mail.eliminite.com Cc: Donald Odell Subject: Lots 16 and 74 RSR I have just a couple of minor questions and would like your input on how best to resolve these. Regarding lot 74, shallow bedrock is the concern that's driving the drip line, yet this is not mentioned anywhere. If we use the plans for capturing this, the project description box might make the most sense. I realize that we arrived at a LTAR for the entire site based on studies conducted prior to subdivision approval and want to find a way to at least acknowledge that we considered specific site geology with each permit. Do you have any ideas on how to best capture this information? In almost every other permit application we review there is a description of the geology regarding the soil horizons encountered and at what depth along with soil characteristics. I have included a stipulation on permits from time to time that requires an evaluation of the geology at the time of installation to verify that four feet of vertical separation is maintained between the bottom of the absorption field 6/4/2008 Page 2 of 2 c� and any bedrock or evidence of high ground water. Regarding lot 16, is there any additional detail for the road crossing? We typically see double -encasement for crossing a driveway or road. I think that as we add uses to the cluster systems that an evaluation of capacity available for the drain field should be performed. For example, a comment regarding what the drain field was designed to handle along with actual flow quantities derived from pump counts associated with the other systems would show we clearly have enough area and most importantly, that we're thinking about this and not subject to the State Site Application process being less than 2,000 gpd. Maybe this can be included in the design criteria block? Thoughts? Raymond P. Merry, REHS, Director Environmental Health Department Eagle County Government P.O. Box 179 Eagle, CO 81631 970-328-8757 fax 970-328-8788 ray. merry(a eaglecounty.us The information contained in this message is confidential and intended only for the use of the individual or entity named above, and may be privileged. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please reply to the sender immediately, stating that you have received the message in error, then please delete this e-mail. Thank you. 6/4/2008 � o 1 it a m- o 3 0 3 cn CD D o Q d m� O o N j n gum 1.7 , \ , 1 � � N 1 m S� � Q KALLENBACH INC. P.O. Bog 359 Belgrade, MT 59714 P:888-406-2289 Cell: 406-581-1613 qk@eliminite.com August 05, 2010 Raymond R Merry, REHS, Director Environmental Health Department Eagle County Government P.O. Box 179 Eagle, CO 81631 Re: Lot 16 RSR 0038 Elk Bugle Lane Wolcott, CO 81655 Permit #: OWTS-5-08-1395 Dear Ray: Please accept this letter as Final Certification of the ISDS installed on the property referenced above. The system was installed according to plan and specifications, with one exception; the addition of a 4" build- ing sewer and cleanout that is a wye off the original line to serve the lowest portion of the first floor (see attached PDF drawing). The system discharges to the Aspen Bluff common drain field and is now opera- tional. The connection to the Aspen Bluff drain field was created by boring under the road and existing vegetation to the pump vault for the common system. The control panel PLC is programmed as demand dose to the common field. The NSF alarm dialer shall be installed by the Holland Creek Metro District in the near future. Don Odell has provided the following GPS coordinates for the system: GPS Coordinates: (+/- 3 foot accuracy GPS unit) Inlet end -septic tank: N39 41.015 W106 41.297 Outlet end -septic tank: N39 41.013 W106 41.296 Cleanout: N39 41.017 W106 41.309 Cleanout: N39 41.010 W106 41.317 Control Panel: N39 41.005 W106 41.303 (inside adjacent storage room door on wall) Center of road bore: N39 41.003 W106 41.300 Please contact met 81-1613. with any questions regarding this ISDS. 0. /.O. Best r 33633 Thomas 1. Kalb P.E., C se #33633 �sS��NAL Ear