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HomeMy WebLinkAbout4720 Hwy 6 - 211304401001Work Classification: NewPermit Address Owner Information Permit Status: Active Project Address 211304401001 Permit Type: OWTS Permit Permit NO. OWTS-3-13-8717 Expires: 8/29/2013 Issue Date: 5/1/2013 Parcel No. 004720 HWY 6 DOTSERO AREA, CO Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (303)526-9207M.D. MILLER P.E.P.T. Contractor(s)Phone Primary ContractorLicense Number THE REYNOLDS CORPORATION Yes24-13 Permitted Construction / Details: Permission to install the OWTS as designed by M.D. Miller, P.E. P.T., Inc. signed, stamped and dated April 25, 2013. The system consists of a Valley Pre-cast 1500 gallon 3 compartment concrete tank with pump chamber and 672 square feet of absorption area credit via 28 Eljen A42 modules in a trench configuration placed on a bed of sand as described and shown on the plans. Install Eljen In-Drains according to the Colorado approved installation guidelines. Install a cleanout on the bathroom building sewer between the building and the tank. The design engineer must certify the installation prior to covering any portion of the system and prior to the use of the system. Do not install in wet weather. Issued by: Environmental Health Department, Eagle County, CO May 08, 2013 Date Customer Copy Terri Vroman CONDITIONS: 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 C.R.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 PERMIT, AND 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 Work Classification: NewPermit Address Owner Information Permit Status: Active Project Address 211304401001 Permit Type: OWTS Permit Permit NO. OWTS-3-13-8717 Expires: 8/29/2013 Issue Date: 5/1/2013 Parcel No. 004720 HWY 6 DOTSERO AREA, CO Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) (303)526-9207M.D. MILLER P.E.P.T. Contractor(s)Phone Primary ContractorLicense Number THE REYNOLDS CORPORATION Yes24-13 Permitted Construction / Details: Permission to install the OWTS as designed by M.D. Miller, P.E. P.T., Inc. signed, stamped and dated April 25, 2013. The system consists of a Valley Pre-cast 1500 gallon 3 compartment concrete tank with pump chamber and 672 square feet of absorption area credit via 28 Eljen A42 modules in a trench configuration placed on a bed of sand as described and shown on the plans. Install Eljen In-Drains according to the Colorado approved installation guidelines. Install a cleanout on the bathroom building sewer between the building and the tank. The design engineer must certify the installation prior to covering any portion of the system and prior to the use of the system. Do not install in wet weather. Office Copy May 08, 2013 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman CONDITIONS: 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 C.R.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 PERMIT, AND 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 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eagLlecounty.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE $400.00 This fee includes the OWTS 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 $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: J &d jni9 o �i0—A-5L6, /% ' Phone: A/y�_ 5 d Mailing Address: f � email t< ft elmaf, W PO A Gan Registered Professional Engineer: Z v 1'� Phone: 3 o S `Jrz 4` 9 Z o 7 / �t�le urn Applicant or Contact Person: -70`576 - 3001 V % �/ j Phone: Licensed Systems Contractor: Company / DBA: License # Phone: Mailing Address: email Permit Application is for: )� New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: '�>,) f5-W O 46G4 "a D G © 7- / Tax Parcel Number: 2 u 3 0 # No 10o r Lot Size: �� E Zq Gres Assessor's Link: www.eaalecounty.us/natie/ Physical Address: 2 w Building Type: Residential / Single I Residential / Multi Family Number of Bedrooms: Number of Bedrooms: XCommercial / Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface Public If Public Name of Supplier: Applicant Signature: Office Use Only Amount Paid: ********************************************************* Receipt #: Check #: Date: M. D. Miller, P. E., P. T., Ltd. 9206 West Ranch Road 1431 Buchanan Dam, Texas 78609 February 12, 2014 Eagle County Building Department P.O. Box 610 Eagle, Colorado 81631 Re: Building Permit #3-13-8670 Stoneyard Distillery 4720 Highway 6 Dotsero, Colorado 81637 Gentlemen: The installation of the septic system installation was observed and documented. The tank and Elgin units were properly installed. Due to the necessity of crossing the roadway an additional pipe was installed outside the pipe to the field to protect it. The soil was observed and is considered satisfactory. The installation is complete and acceptable. Marvin D. Miller, P. E. Cc: Stoneyard Distillery 3/25/13 Eagle County Government Mail -Stone Yard Distillery OWTS # 3-13-8717 �•..+h.Gcx.J8te EAGLE COIL Stone Yard Distillery OWTS # 3-13-8717 Ray Merry <ray.merry@eaglecounty.us> Ray Merry <ray.merry@eaglecounty.us> Mon, Mar 25, 2013 at 6:10 PM To: Marvin Miller <critr4gitr@yahoo.com> Cc: Marvin Miller <critr4gitr@gmail.com>, #environment <environment@eaglecounty.us>, Mark Austin <markle.austin@eaglecounty.us>, Dan Stanek <Dan.Stanek @eaglecounty.us>, Colleen Wirth <Colleen.Wirth@eaglecounty.us>, Dennis Willey <Dennis.Willey@eaglecounty.us>, Vance Gabossi <Vance. Gabossi@eaglecounty. us> Marvin, It was good visiting with you on the phone this afternoon about the aforementioned project and the OWTS design. As I understand it, the ozonation and reverse osmosis systems are located within the building and are designed to treat the wastewater generated from the rum manufacturing process. From the RO unit, a waste line will leave the building and enter the second compartment of the tank (either a three chamber or two chamber + separate dose tank). As no solids are anticipated in this waste line and since the wastewater will be highly treated, it is not necessary to install a cleanout on this line and is also not necessary to have this portion of the wastewater retained for 30 hours as with typical human waste septic systems. However, the effluent coming from the bathroom fixtures (a hand sink and a toilet) will leave the building via a sewer line that will include a cleanout and be sloped no greater than 1/4 inch per foot. The floor drains in the mechanical room, bathroom and tasting room are connected to the OWTS so please include some quantity of flow in the calculations. I see the distillery room will have a trench to convey wastewater (presumably from washing floors?) to an exterior sump. We may need to have additional conversation about the potential for any of the alcohol or other cleaning products to enter this drain system and in turn, the groundwater. Registration may be required under the EPA's Class V Underground Injection Control (UIC) program. It may be a good idea to have this wastewater enter a tank environment for settling out soil particles. Relative to the design review, please include backup documentation and calculations for the quantity of wastewater generated so it can easily be determined that the design flow is 150% of average daily flow and that the flows account for both the process water and bathroom wastewater, including the small amount that may go down a floor drain when cleaning. Your calculations should also show that 30 hours of retention has been accomplished to justify the tank capacity of 2,000 gallons. Please provide your assessment of the nature of the lava rock (not being bedrock) to support having two feet of vertical separation (washed concrete sand) below the absorption area as opposed to four feet that is required when bedrock is encountered. As we discussed, your characterization of the lava rock is that it will be more accepting than the concrete sand on which an LTAR of 1.2 g/sq.'/day will be used in the calculations to determine the soil treatment area needed. (Design Flow / LTAR = Soil treatment area or in other words, the surface area of the top of the sand layer below the Eljin GSF A42 units. We also discussed having the specification sheets submitted to us for the tank, Simtech filter, dose pump (with pump curve and volume of dose calculations), distribution box and the sieve analysis of the concrete sand. The specification sheet of the tank or a separate cross section can show the float levels, alarm system, filter location and access manholes. You mentioned that the sides of the elevated disposal area will be sloped at 3:1. Please double-check that the electrical connection to the dose pump is included in the electrical permit. Thanks. Feel free to call with questions. Raymond P. Merry, REHS https://mail.g oog Ie.corrdmai I/?ui=2&i k=1141485fc1 &viev✓=pt&search=sent&msg=13da40847e9c5776 1/2 3/25/13 Eagle County Government Mail -Stone Yard Distillery OWTS # 3-13-8717 Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty. us AThanks for not printing electronic media hftps:Hmail.g oog Ie.corrdmai I/?ui=2&i k=1141485fc1 &viev✓=pt&search=sent&msg=13da40847e9c5776 2/2 3/21/13 Eagle CountyGoernment Mail -Re: Septic Application �..,,hGcx)'. Am& Ray Merry <ray.merry@eaglecounty.us> EAGLE COU Re: Septic Application Jim Benson <jim31nov@gmail.com> Tue, Mar 19, 2013 at 1:04 PM To: Ray Merry <ray. merry @eaglecounty. us> Cc: #environment <environment@eaglecounty.us>, Mark Austin <markle.austin@eaglecounty.us>, Dan Stanek <Dan.Stanek@eaglecounty.us>, Colleen Wirth <Colleen.Wirth@eaglecounty.us>, Marvin Miller <critr4gitr@yahoo.com>, Max Vogelman <mvogelman@hotmail.com> Sounds great. The 3 parties that are bidding on the septic system all have a lot of experience doing it and have been working with Eagle County for many years. I believe they all understand about the geology and working in inclement weather. I will pass on this info to those parties as well. Looking forward to getting this going and thanks for helping us out. Jim Benson 970-376-3001 jim31 nov@gmail.com On Mar 19, 2013, at 11:26 AM, Ray Merry wrote: Yes. I should be able to get to the design review later this week and will call Marvin if I have any questions or need additional information in order to expedite the permitting process. You still need to identify a licensed installer so be sure to select an experienced one. Failure of on -site wastewater treatment systems are usually caused by unanticipated hydraulic overload from leaking fixtures or installation errors. The design engineer and installer will coordinate with the timing of inspections and also discuss when NOT to dig as manipulation of the geology and installation of the components of your soil treatment area can be seriously compromised if done during inclement weather. On Tue, Mar 19, 2013 at 10:02 AM, Jim Benson <jim31 nov@gmail.com> wrote: Thanks Ray. So once you issue us a permit we can begin digging for for the septic system regardless of where the building dept is on our building permit. Right? Jim Benson 970-376-3001 Sent from my Pad On Mar 18, 2013, at 9:41 AM, Ray Merry <ray. merry@eaglecounty. us> wrote: Jim, hftps:Hmail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓--pt&as from=jim3lnoW/`4Ogmail.com%2C&as_subset=all&as_\ ithin=ld&search=adv&msg=13d8409e... 1/4 3/21/13 Eagle County Gmernment Mail -Re: Septic Application Thanks for the additional detail regarding the calculations. I'll discuss this with Marvin when I develop other questions once we get the OWTS Permit fee that enables us the ability to create the electronic permit folder and initiate the review. As far as digging on your property to install utilities (to serve the Stone Yard Distillery) , I've copied our County Engineer, Eva Wilson, on this email to give her a heads up that you may want to apply for a grading permit ahead of the building permit. According to state law (25-10-101, et seq.), the septic system permit must be issued prior to building permits. On Mon, Mar 18, 2013 at 3:43 AM, Jim Benson <jim31 nov@gmail.com> wrote: Ray I was thinking about one of the questions you had and recalled how we got the amount of water we would use. I copied just Max and Mary at this time so they could way in in case they had remembered anything else or differently. We will have a max capacity of 4 Fermentors, each holds a 1000 gallons. Each one will have a minimum 9 day cycle. This will allow us to have 40 cycles per year per Fermentor. So 4 (fermentors) x 1000 (gallons) x 40 (cycles) yields a usage of 160,000 gallons of water per year out of the river. 10% of that becomes alcohol. So that leaves us 144,000 gallons of left over used fermented water. Of that Mary calculates we will be able to recover half of the water to be used again, (in other words, it does not have to go the septic system) due to the RO system that will be in place. That will reduce the output to 197 gallons per day to the septic system when running at full capacity. Mary increased that by 50% (300 gallons) to be on the safe side of operations and to include human waste. Like I said at the beginning, both Mary and Max may have a better idea of this, but I wanted to get the ball rolling. I'm sure Mary will get you sand type, installation details, and the Eljen sizing and approvals. Once you are satisfied with the septic system will you issue a permit, or do we have to wait for the building department to issue one first? Sure would like to be able to dig the trenches for the utilities soon. Thanks for your help. Jim Benson 970-376-3001 jim31 nov@gmail.com On Mar 15, 2013, at 3:43 PM, Ray Merry wrote: Jim, The application is OK and we need $800 to initiate the review hftps:Hmail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓=pt&as from=jim3lnov%40gmail.com%2C&as_subset=all&as_\ ithin=ld&search=adv&msg=13d8409e... 2/4 3/21/13 Eagle County Gmernment Mail -Re: Septic Application process and create an electronic permit folder for the On -site Wastetwater Treatment System (OWTS) permit. If you pay by check, please make the check payable to Eagle County Treasurer. Assignment of a licensed installer will be necessary prior to issuing the OWTS permit. Mark Austin brought us the duplicate set of information you submitted for the building permit. Some information is useful for OWTS permitting but there is some additional technical information necessary, such as the assumptions associated with determining flow, sand specifications, installation details and the Eljen sizing criteria as well as state approval letters for the Eljen technology. I called Marvin and left a message for him. I've not initiated a detailed review because we haven't received fees but I thought I'd at least orient myself to the information that the building department received to help expedite the review process to the extent I can. Thanks. On Fri, Mar 15, 2013 at 2:25 PM, Jim Benson <jim31 nov@gmail.com> wrote: Ray have attached the application. Could you review it and let me know if there is anything else we need to do? I did not fill in the Licensed Systems Contractor as we have not yet decided on one. It depends on what you decide you want us to do. We have 3 different Contractors bidding on the work. Jim Benson Stone Yard Distillery 970-376-3001 jim3lnov@gmail.com Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty.us hftps:Hmail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓=pt&as from=jim3lnov%40gmail.com%2C&as_subset=all&as_\ ithin=ld&search=adv&msg=13d8409e... 3/4 3/21/13 Eagle CountyGoernment Mail -Re: Septic Application AThanks for not printing electronic media Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty. us AThanks for not printing electronic media Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty.us AThanks for not printing electronic media hftps:Hmail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓=pt&as from=jim3lnov%40gmail.com%2C&as_subset=all&as_\ ithin=ld&search=adv&msg=13d8409e... 4/4 9/13/2016 Eagle County Government Mail - Re: Stoneyard Distillery OWTS Final P.— hYGcx,,gic Ray Merry <ray.merry@eaglecounty.us> EAGLE COUNTY Re: Stoneyard Distillery OWTS Final Marvin Miller <critr4gitr@gmail.com> Sun, Feb 23, 2014 at 8:17 AM To: max vogelman <mvogelman@hotmail.com> Cc: Ray Merry <ray.merry @eaglecounty.us>, #environment <environment@eaglecounty.us> Ray: Of course it is not exactly as shown!! I don't think I have seen one that was. Max can draw it and I have seen all the installation phots so i can stamp it if you wish. Yes, I moved so I wouldn't have to carry a liquid oxygen bottle with me. No need for it at the 1100 foot elevation. Good to hear from you. Mary On Fri, Feb 21, 2014 at 12:27 PM, max vogelman <mvogelman@hotmail.com> wrote: I can draw up an as -built. It is close but I think it is off slightly from the plans. Max Date: Fri, 21 Feb 2014 11:24:17 -0700 Subject: Stoneyard Distillery OWTS Final From: ray. merry@eaglecounty.us To: critr4gitr@yahoo.com; critr4gitr@gmail.com CC: mvogelman@hotmail.com; environment@eaglecounty.us Marvin, I heard you moved to Texas. I sure hope you're liking it down there. We got the certification letter - thank you for that - did you create an as -built drawing or is the system in the exact location as depicted on the approved plans? If an as -built was drawn, please submit it to us (electronically is best) and if the system was installed in the exact location shown on the plans, simply hit "reply all" to verify that. If the system was not installed in the exact location shown on the plans, maybe Max could draw us one showing the measurements from fixed locations to the tank lids, field dimensions, etc. Max, feel free to call me with questions. Thanks. Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray.merry@eaglecounty.us P Thanks for not printing electronic media hftps:Hmail.google.com/mail/ca/u/0/?ui=2&ik=1141485fcl&view=pt&as from=critr4gitr%40gmail.com&as sizeoperator=s_sl&as sizeunit=s smb&as subset=... 1/1 9/13/2016 Eagle County Government Mail - Re: Stoneyard Distillery OWTS Final hYGcx plc EAGLE COUNTY IN Re: Stoneyard Distillery OWTS Final Marvin Miller <critr4gitr@gmail.com> To: Ray Merry <ray. merry@eaglecounty. us> Ray Merry <ray.merry@eaglecounty.us> Mon, Feb 24, 2014 at 9:03 AM Well good but the distillery needs the as -built so I will have Max draw one up. Yes, been here since 11/16/2k13 and no need for 02 since. That reinforces my decision to give up 40 years wonderful Colorado with all the great people and the education credits as well Mary Miller On Mon, Feb 24, 2014 at 9:29 AM, Ray Merry <ray.merry@eaglecounty.us> wrote: Marvin, There is no need to have the as -built stamped under our current regulations. Max said he's going to provide us with a drawing. I hope you're breathing easier down there. Missed you at CPOW. On Sun, Feb 23, 2014 at 8:17 AM, Marvin Miller <critr4gitr@gmail.com> wrote: Ray: Of course it is not exactly as shown!! I don't think I have seen one that was. Max can draw it and I have seen all the installation phots so i can stamp it if you wish. Yes, I moved so I wouldn't have to carry a liquid oxygen bottle with me. No need for it at the 1100 foot elevation. Good to hear from you. Mary On Fri, Feb 21, 2014 at 12:27 PM, max vogelman <mvogelman@hotmail.com> wrote: can draw up an as -built. It is close but I think it is off slightly from the plans. Max Date: Fri, 21 Feb 2014 11:24:17 -0700 Subject: Stoneyard Distillery OWTS Final From: ray. merry@eaglecounty.us To: critr4gitr@yahoo.com; critr4gitr@gmail.com CC: mvogelman@hotmail.com; environment@eaglecounty.us Marvin, heard you moved to Texas. I sure hope you're liking it down there. We got the certification letter - thank you for that - did you create an as -built drawing or is the system in the exact location as depicted on the approved plans? If an as -built was drawn, please submit it to us (electronically is best) and if the system was installed in the exact location shown on the plans, simply hit "reply all" to verify that. If the system was not installed in the exact location shown on the plans, maybe Max could draw us one showing the measurements from fixed locations to the tank lids, field dimensions, etc. Max, feel free to call me with questions. Thanks. Raymond P. Merry, REHS hftps:Hmail.google.com/mail/ca/u/0/?ui=2&ik=1141485fcl&view=pt&as from=critr4gitr%40gmail.com&as sizeoperator=s_sl&as sizeunit=s smb&as subset=... 1/2 9/13/2016 Eagle County Government Mail - Re: Stoneyard Distillery OWTS Final Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray.merry@eaglecounty.us P Thanks for not printing electronic media Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray.merry@eaglecounty.us P Thanks for not printing electronic media hftps:Hmail.google.com/mail/ca/u/0/?ui=2&ik=1141485fcl&view=pt&as from=critr4gitr%40gmail.com&as sizeoperator=s_sl&as sizeunit=s smb&as subset=... 2/2 3118/13 Eagle CountyGoernment Mail - Fwd: Dotsero Distillery Ray Merry <ray.merry@eaglecounty.us> EAGLE WU Fwd: Dotsero Distillery Ray Merry <ray.merry@eaglecounty.us> Thu, Aug 30, 2012 at 11:18 AM To: Jim Benson <jim31nova gmail.com>, Jim Benson <jim@bluefoam.net>, Scot Hunn <Scot.Hunn@eaglecounty.us>, #environment <environment@eaglecounty.us> Jim, Please read the thread below. This is good news regarding your water supply as the determination is that the system would not be classified as a "public water supply" because the product you intend to manufacture is technically a food. Therefore, you will be working with the Colorado Department of Public Health & Environment, Department of Environmental Health & Sustainability to determine to what extent the water will need to be treated to be used in the "food" product. We'll hook you up with names, etc. at the appropriate time after the land use file fate is determined. Thanks. -------- Forwarded message ------- From: Lawrence, Jeff <Jeff.Lawrence@dphe.state.co.us> Date: Fri, Aug 24, 2012 at 1:07 PM Subject: RE: Dotsero Distillery To: Ray Merry <ray.merry@eaglecounty.us>, "VanWagenen-Birdsill, Laura" <Laura.VanWagenen-Birdsill@ dphe. state. co. us> Cc: "Parachini, Susan S." <Susan.Parachini@dphe.state. co. us>, "Scott, Sean" <Sean.Scott@dphe.state. Co. us> Ray, While they won't be under the regulatory oversight of WQCD as a PWS, unless they trip the threshold by employees, we/DENS will need to determine the safe ness/potablity of their water. This means depending on source similar activities, i.e. surface water or GWUDI is it appropriately treated and filtered, have they done an MPA, what test do they regularly perform to ensure on -going potabilty, etc.... Not near the rigor, but not just a check box saying they supply safe water. From: Ray Merry [mailto: ray. merry@eaglecounty.us] Sent: Friday, August 24, 2012 12:21 PM To: VanWagenen-Birdsill, Laura Cc: Kannely, Erica L.; Parachini, Susan S.; Lawrence, Jeff; Scott, Sean; Scot Hunn Subject: Re: Dotsero Distillery hftps:Hmail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓=pt&as to=jim3lnov%4Ogmail.com%2C&as_subset=all&as_Wthin=1d&search=ad\A&msg=139788a7de... 1/4 3/18/13 Eagle County Gmernment Mail - Fwd: Dotsero Distillery Laura, Thanks for the thorough response. I'm assuming that the question came to you through Erica following my email letting her know to expect a call from the distillery owners. Erica - thanks for following up! I gather that the WQCD will not be regulating the water system or quality of the water and that they will need to assure they meet this criteria taken from the wholesale food regulations, even though their bottles of liquor will be available for retail sale as well: (a) Water supply. The water supply shall be sufficient for the operations intended and shall be derived from an adequate source. Any water that contacts food or food contact surfaces shall be safe and of adequate sanitary quality. Running water at a suitable temperature, and under pressure as needed, shall be provided in all areas where required for the processing of food, for the cleaning of equipment, utensils, and food -packaging materials, or for employee sanitary facilities. They are currently seeking land use approval and the property has an existing "filtration system" for which we have few details at this time. I am trying to identify issues that may be relatively major for them to overcome at this time. I don't think they would have much trouble adding additional (one micron) filtration and disinfection if they don't currently have it, but was concerned about them needing to abide by the Safe Drinking Water Act requirements. Thanks again for your help. On Thu, Aug 23, 2012 at 2:44 PM, VanWagenen-Birdsill, Laura <Laura.VanWagenen-Birdsill@dphe.state.co.us> wrote: Erica and Ray I was asked to touch base with you on the proposed distillery operation in Eagle county. With the small amount of information I was provided the following response shall apply. This facility would fall under DEHS regulatory authority in the manufactured foods program. With that said they would need to meet all requirements of the Current Good Manufacturing Practice (cGMP) as stated in the Colorado Wholesale Food Regulations Current Good Manufacturing Practice in Manufacturing, Packing or Holding Human Food. Included in these regulations the firm would be required to have a potable water source that has been approved by the governing authority. In addition the facility would need to register with DEHS and FDA as a food manufacturer. Our authority mirrors that of the Federal government in that we provide inspection oversight of "food" which includes "articles used for food or drink" and thus includes alcoholic beverages. See 21 U.S.C. 321(f) and C.R.S. hftps:Hmail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓=pt&as to=jim3lnov%4Ogmail.com%2C&as_subset=all&as_Wthin=1d&search=ad\A&msg=139788a7de... 2/4 3/18/13 Eagle County Government Mail - Fwd: Dotsero Distillery 25-5-402(11). As such, alcoholic beverages are subject to the Federal Food Drug and Cosmetic Act (FFDCA) and Colorado's Pure Food and Drug Law adulteration and misbranding provisions, and implementing regulations, related to food. For example, manufacturers of alcoholic beverages are responsible for adhering to the federal (21 CFR part 1) and state (25-5-426) registration of food facilities requirements and to the good manufacturing practices in 21 CFR part 110 and C.R.S., 25-5-421. However, as reflected in the 1987 Memorandum of Understanding (MOU) between FDA and ATF , now called (TTB), TTB is responsible for the promulgation and enforcement of regulations with respect to the labeling of distilled spirits, wines, and malt beverages pursuant to the Federal Alcohol Administration (FAA) Act. If you should have any additional questions related to the wholesale food regulations or this particular case I am more than happy to assist. Kind Regards, Laura Laura Van Wagenen-Birdsill Environmental Health Specialist II Division of Environmental Health and Sustainability Colorado Department of Public Health and Environment 4300 Cherry Creek Drive South Denver, CO 80246-1530 Office: 303.692.36491 laura.vanwagenen-birdsill@state.co.us Fax: 303.753.6809 Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 https://mail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓=pt&as to=jim3lnov%4Ogmail.com%2C&as_subset=all&as_Wthin=1d&search=ad\A&msg=139788a7de... 3/4 3/18/13 Eagle CountyGoernment Mail - Fwd: Dotsero Distillery ray. merry@eaglecounty. us `'� Thanks for not printing electronic media Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty. us AThanks for not printing electronic media hftps:Hmail.google.corrdmail/?ui=2&ik=1141485fcl&viev✓=pt&as to=jim3lnov%4Ogmail.com%2C&as_subset=all&as_Wthin=1d&search=ad\A&msg=139788a7de... 4/4 Apr 2513 03:34p M.D.Miller,P.E.,P.T.,Ltd. 3035262706 p.1 M.D.MILLER, F.E., P.T., Ltd. 29156 Summit Ranch Drive Golden, Colorado 80401 303-526-9207, Fax 303-526-2706 April 22, 2013 MAX VOGELMAN P. O. Box 1413 Eagle, Colorado '81631 Re: Final Wastewater treatment Mr. Vogelman: The information provided for your proposed distillery effluent in Dotsero indicates approximately 197 gallons per day of 16000ppm BOD5 effluent. The area for this disposal was previously thought to be unacceptable for direct soil absorption. Excavation 35 feet and 100 feet from the building revealed very acceptable soils Using the hand system of grasping soil I concluded the material to be sandy loan. This would be somewhere around 20 mpi estimated per( rate. In the major portion of the absorption arez the soil is 6 feet 8 inches and then becomes large volcanic rock. There was no bedrock nor water down to the 9 feet excavated. The human waste would be from three employees at 15 gallon; per day each a Agallons per square foot of retail(tasting room) space. Total 97.8gpd times 150% equals 150 gpd into the first septic tank compartment, 1016 gallons net capacity, approximately 160 hours holding time. The 197 gallons waste (times 150%=300gpd) from the RO unit final treatment of the fermenter effluent would go to the second compartment. This combine( Apr 25 13 03:34p M.D.Miller,P.E.,P.T.,Ltd, 3035262706 p.2 Max Vogelman, page two, March 31, 2013. with the human waste equals 450gpd into a 505 gallon compartment, 27 hours holding time. The last compartment, also 505 gallons, contains the dosing pump. I envision a collection system of inexpensive polyethylene tanks to feed an Ozonator system to break down the BOD/COD. A final RO system will provide pure water to be returned to the new fermenter batch and the rest to the septic tank second compartment. This purified water would be pumped into an Eljen In -Drain Geotextile Sand filter system supported on a field of sandy loam soil above the volcanic soil at the site. The required area for disposal, assuming a 450gpd volume and a soil with approximately 20mpi percolation rate is 625 square feet. The Eljen units figure at 24 square feet per module therefore 28 units would be required. Since you have the room and great soil I would recommend one trench system. This would be one line 114 feet long in the mound. Also because of the good soil I am recommending the 3 foot wide trench be excavated 18" below grade. This would be filled with concrete sand and overfilled to 6" above grade. The sand should be washed and have less than 5% passing a #200 sieve and 10% passing a #100 sieve. The top sand would be level. The Eljen units, A42, placed on top of the sand with the distribution pipe on them. The fabric filter cloth above and down the sides would be covered by the sandy loam removed from the trench, approximately one foot of cover with 3/1 sloped Apr 251303,34p M,D.MiII9r,P.E.,P.T.,Ltd. 3035262706 p.3 Max vogelman, page three, March 31, 2013. sides. Native grasses will be planted on this mound. I have attached a sketch with cut sheets for the various parts. This system meets the design Eljen provides in the Colorado manual. Th alternative would be two 3 foot trenches of 58 feet each spaced 9 feet apart. I believe the single one is the best idea. The long term acceptance rate should be well above 0.71 gallon per square foot per day. Jeff McNamara from Water Purifications USA ran various methods of Ozonation on the effluent samples you provided. He had them analyzed by Mountain States Accutest Laboratories in Wheat Ridge. He came up with a system for the Ozonatic followed by an RO stem to return half the water to your next batch and half to effluent. This is the 300 gallons per day pumped to the second section of the septic tank. The floor drain and floor wash water leads to a sump that pumps that water into the first collection tank_ Due to the size of the fermenters and the wash water this first tank will be increased to 500 gallons. The tank flow diagram is part of the complete systen attached as well as the test results. This system has been discussed with Ray Merry. Marvin D. Miller, P. E. Sketch attached Cc: Water Purification USA Ray Merry, Eagle County Envir Apr 25 13 03:34p M.D.Miller, P.E.,P.T.,Ltd. 3035262706 p.4 ?Ck fps` +ti-cs ' i'L� .a=',: ��;•~r, j. DSO �.-7J ELF (?-0 DO s• J 6 T eo F- Apr 021308:10a M,D.M IIer,P.E.,P.T.,Ltd. 3035262706 P.1 f2V-v -'Y V�'4 i- rc:�'a \�O M.D.MILLER, P.E., P.T., Ltd. 29156 Summit Ranch Drive Golden, Colorado 80401 303-526-9207, Fax 303-526-2706 March 31, 2013 MAX VOGE P. O. Bo 1413 Eagle, Color o 81631 . Final Conceptual Wastewater treatment Mr. Vogelman: The information provided for your proposed distillery effluent in Dotsero indicates approximately 197 gallons per day of 16000ppm BOD5 effluent. The area for this disposal was previously thought to be unacceptable for direct soil absorption. Excavation 35 feet and 100 feet from the building revealed very acceptable soils. Using the hand system of grasping soil I concluded the material to be mostly loam to sandy loam. This would be somewhere around 21 plus mpi estimated pere rate. In the major portion of the absorption area the soil is 6 feet 8 inches and then becomes large volcanic rock. There was no bedrock nor water down to the 9 feet excavated. Th human waste would be from three employees at 15 gallons per day each a Agallons per square foot of retail (tasting room) space. Total 97 . Bgpd times 150% equals 150 gpd into the first septic tank compartment, 1016 gallons net capacity, approximately 160 hours holding time. The 197 gallons waste (times 150%=300gpd) from the RO unit final treatment of the fermenter effluent would go to the second compartment. This combined Apr 02 13 08:11 a M.D.Miller, P.E.,P.T„Ltd. 3035262706 Max Vogelman, page two, March 31, 2013. with the human waste equals 450gpd into a 505 gallon compartment, 27 hours holding time. The last compartment, also 505 gallons, contains the dosing pump. I envision a collection system of inexpensive polyethylene tanks to feed an Ozonator system to break down the SOD/COD. A final RO system will provide pure water to be returned to the new fermenter batch and the rest to the septic tank second compartment. This purified water would be pumped into an Eljen In -Drain Geotextile Sand filter system supported on a field of sandy loam/loam soil above the volcanic soil at the site. The required area for disposal, assuming a 450gpd volume and a soil with approximately 21mpi percolation rate is 474 square feet. The Eljen units figure at 24 square feet per module therefore 20 units would be required. Since you have the room and great soil I would recommend one trench system. This would be one line 82 feet long in the mound. Also because of the good soil I am recommending the 3 foot wide trench be excavated 18" below grade. This would be filled with concrete sand and overfilled to 6" above grade. The sand should be washed and have less than 5% passing a #200 sieve and 10% passing a #100 sieve, The top sand would be level. The Eljen units, A42, placed on top of the sand with the distribution pipe on them. The fabric filter cloth above and down the sides would be covered by the sandy loam/loam removed from the trench,, approximately one foot of cover with 3/1 sloped Apr 021308:11a M.D.MIIIer,P.E.,P.T.,Ltd. 3035262706 p.3 Max Vogelman, page three, March 31, 2013. sides. Native grasses will be planted on this mound. I have attached a sketch with cut sheets for the various parts_ This system meets the design Eljen provides in the Colorado manual. The alternative would be two 3 foot trenches of 42 feet each spaced 9 feet apart. I believe the single one is the best idea. The long term acceptance rate should be well above 1 gallon per square foot per day. Jeff McNamara from Water Purifications USA ran various methods of Ozonation on the effluent samples you provided. He had them analyzed by Mountain States Accutest Laboratories in Wheat Ridge. He came up with a system for the Ozonation followed by an RO stern to return half the water to you next batch and half to effluent. This is the 300 gallons per day pumped to the second section of the septic tank. The floor drain and floor wash water leads to a sump that pumps that water into the first collection tank. Due to the size of the fermenters and the wash water this first tank will be increased to 500 gallons. The tank flow diagram is part of the complete system attached as well as the test res Marvin D. Miller, P. E. Sketch attached Cc: Water Purification USA Ray Merry, Eagle County Envi Apr 02 13 08:11 a M.D.Miller,P.E.,P.T.,Ltd. 3035262706 p.4 1 6 K 14 �u r�1p 7 W1A�t� J V t 6 r4,L �l-a akL Sz4 q!7- : �0�.��t��l(�a L&O() SAY L y t3 U A- L-L-E Y P R-6-C- A,5 t U S-"-)r-c. A-T—Z O 0 3 c P ,- H 14 Lj ,-r 4 PuVL. + A-- L e-3 � 4 C� 7S sod-) 4 r $ Oct, i (j 1..i�• �aD (�-sb 47 v 117.U A4 ILI Apr 021308:11a M.D.Miiler,P.E.,P.T.,Ltd. 3035262706 �) 5 Stone Yard Distillery 1-1 Off gad--` /4" FPE f 8 03 PV(; Gen. Influent 1"PVC 17.1 micron 1 micron 2' PVC Pure Water For reuse Or Discharge RO 2 PVC 9pm 9 Pure Water reuse 1. ozone injection sump pumps 114 HP at 110VAC y' 2. 02 Gen. (Concentrator) 5 Amps at 110 VAC -- 3. 03 Generator amps at 110 VAC 4. RO pressure pump 1.5 HP at 240 VAC RO 2 GPM 5. Effluent treatment pump S.S. 1.5 Hp 11 DVAC 10 gpm @ 60 PSI 6. Unless specified all Pipe size is 1" schedule 40 PVC 7. UV for advanced oxidation with wiper 8.Red line from RO and ultra filters are waste/reject lines 1" PVC 9. Discharge solenoid activated by TDS monitor 9/13/2016 Eagle County Government Mail - Fwd: Estimate 2715 from Valley Precast, Inc. P.— hYGcxglc Ray Merry <ray.merry@eaglecounty.us> EAGLE COUNTY Fwd: Estimate 2715 from Valley Precast, Inc. Marvin Miller <critr4gitr@gmail.com> Thu, Apr 25, 2013 at 6:32 AM To: ray.merry@eaglecounty.us Ray: Apparently I left the dot out of your address.Please send me your fax # again so I can send the revised sketch. Also review the parts and pieces and any cut sheets you donot have I will get Danny to e-mail to you. Mary Miller ---------- Forwarded message ---------- From: Marvin Miller <critr4gitr@gmail.com> Date: Mon, Apr 22, 2013 at 8:04 PM Subject: Fwd: Estimate 2715 from Valley Precast, Inc. To: max vogelman <mvogelman@hotmail.com>, jim@bluefoam.com will ask where the cutnsheets are or have him send them direct to Ray. Mary Miller ---------- Forwarded message ---------- From: Danny Hsu <danny@valley precast. com> Date: Mon, Apr 22, 2013 at 1:04 PM Subject: Estimate 2715 from Valley Precast, Inc. To: critr4gitr@gmail.com Cc: jim@bluefoam.net Hello Marvin, Here is the updated estimate. Please contact me with any questions. 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