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HomeMy WebLinkAboutpitkin.eh.264320406012 (2010)COU11iT Permit #: 10028A ONSITE WASTEWATER TREA o RENT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID #: 2643-204-06-012 Permit Issued: []NEW ®REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Tom and Lori Pevny Property Address: 2651 Juniper Hills Dr. Legal Description: Lot 12, Block 7, Brush Creek Village Subdivision Size of Lot: 1.8 Size of Building: 5700 Acres Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: ❑YES ®NO Possible future CDU Sq. Ft. The system is designed for: 6 bedrooms 5 bedrooms in the main house (Master bedroom, 2 bedrooms, and study on main floor + 1 bedroom on lower level) + I bedroom in future CDU Designed By: All Service Septic Phone #: 970-618-5033 Fax #.- The : 303-216-2796 Project #: 1769 Dated: November 16, 2010 Mailing Address: 1517 Blake Ave, Ste 101, Glenwood Springs, CO Email Address: Tpetzl@comcast.net Perc Rate: 120 MPI .21 uTR(Z Profile Hole Depth: 6 feet Depth to Groundwater -or Bedrock: Greater than 6' Minimum Tank Capacity: 1688 gallons Minimum Absorption Area: Esq. ft. w/Op% reduction. u5 r (`9 LMR 16 i b n9 Cri +cri a Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. The current system is experiencing saturated conditions. A new system is being constructed and the existing system (ISDS permit 98066 sized for 5 bedrooms) will remain and be allowed to rest. In the future, this system may serve any existing or future structure as long as it has no more than 5 bedrooms and is functioning properly. A splitter valve will be installed to allow alternating of the systems. If this system is used in the future, a record of alternating MUST be kept on the property. The existing tanks will be abandoned once the new tanks are online. tt Orcnco Bio The new system will consist of one 1500 gallon two-compartment precast concrete tank followed b 500 gallon precast vcxu concrete tank with a 0.375 retroFAST unit and a 2000 gallon two-compartment tank. The engineer will need to supply information on the pump to be installed in the 2000 gallon tank as it was not part of the design. The pump will dose to two subsurface drip fields. Each will be served by a separate distribution valves placed in plastic or concrete boxes, accessible to grade. The valves should be placed at a high point to either drain back to the tank or to the field. One field will consist of 6 sections and the other field 5 sections, each section covering 8' x 100'. !fill)0,�d arta Any dwelling or occupied building must be at least 20 feet from the absorption bed. The beds must be at least 110 feet from any well. The water line must be at least 25 feet from the absorption area or must be encased. 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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: (tlaI(a os! Date: �f I ,I Expires: Installer: Final Approval Issued By: Ca.r�a Date: 311q [i t Reactivation Authorized by: New Expiration Date: F] Fee PaM NOV. 3.2010 1:58PM ENVIRO HEALTH NAT RESOURCE REQUEST FOR AN AMENDMENT TO AN OWTS CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5077 N0, 528 P. 1 This form should be used for requesting on amendment to on OWTS Construction permit /f there have been s/gnificant changes to an OWTS design that differ from what was approved as pan of the OWTS Construction Permit. An hourly fee of $162/hour will be in✓o/ced upon review of the new design and reissuance of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at hits://www.osDenyitkin.cam/pdfs/dents/12%ev�.sre .pdf. Permit Number for Which Amendment is Requested: D /P Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.nitkinassesso .ern): . � Property Address: 15� w (a k (' ( n� V1 \ / Loc Block: Filin : Subdivision: r4 a c g �� v 6 , (Building Permit #-. Property Owner(&): Email Address: \\ �j l �Qd Owner's Mailing Address: ity, State, Zip: V / Home Phone: / Business Phone: Gl -1 'o qS Z 3 Primary Contact Person/Applicant (if not owner): ? an r A) Pe- / j (� r"i 4 Contact/Ajpplicant Mailing Address: S?>SI ce,/K ti Z�� l0u" C �Un0- City, State, Zip: - [ 2-- Cell Phone: ness Phone:(�_X)j Busi' -4 if, c(03 Fax Number:Email C2�, . A, d es PLEASE READ BEFORE SIGNING: 1 certify that the above information is completo and accurate. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. 1 understand that no construction may be undertaken on the OWTS until the OWTS Construction Permit is amended or a now permit is —.L L •. �G�IrlII,.�CI: IU Kl: iU���rIIl1J' a �!` Ali FROM :PETERS DOVER SACRED GROUND FAX N0. :9709630999 09 2010 11:07AM P1 ONSITE WASTEWATER TREATMEP UIT SYSTEM (OWTS) �Ft/NR CONSTRUCTION PERMIT A PPLICATION 0405 Castle Creek Road, SUke 10 A.; yloen, CO - 81611 Phone, 970.920.5070 Fax: 97(,,920.5077 l or at www.nuki......o,..,....,. ^�•• 6e2kRErAJK uut IV FAILURE IJ REMODELIADDITSON pl/Adtlition (approximate): ? 5OOp D K 10 h L Il`%" r'll! V t I Ig ire. t : c%1► Giv'� h ..,. I X R4o A.,) Zip; A/Yo L 0 Q 1 L �k/ y.....y ,. r..• wn...w�nnr. Primary Contact Parson/Appll�nt if not owner); 6 r e Company: e� i— c, ConL=VApplicaMMallin Address; Jr-/ ' Cell Phone: City, "te, Zip: .s►* -LP Ov�.l.�a •. �O Date: IlJ1 Business Phone:D C? sa Cl Ap Dant Si®niattl Fax Numbor D la 3 S� / 6( Email Address: o ✓ is, n C f Building Permit 9 (if applicable) IVd Tr Lot Si.o (in ac, -es): $ Received by EN/HR Stuff. Fee B Receipt N: Date: Size of Building (square feat). J�((5'� S7D0 � Number of Potential Be brooms: (��1UNll'Sg:>!), ?(10)1 NFW NIi65\U' 7cr . Ar au„ r.......: Lmwrnea R soEUnit7 FU7 XYES n NO Number of Potential Bedrooms In or Fixture List for the Awes Q PRIVATE WFI-.I. ❑ SURFACE WATER mmunity/Publlc Water System (if applicable): is h C ✓'e 2. �A $�j .--�1 S F'^^ .lob Number; 0`iIV L 'ess; �� alae ,4�e City S sLu iota Sim of Accessory Unit (;iquara feat): LJ SPRING Gy(COMMUNITY/PUBLIC WATER SYSTEM C' .. Phone Numbor: Far Number: tecta Lp: PLEASE READ BEFORE SIGNING: I cartUy that the above Information is complete and accurate and that I have provided complete and acc ,irate Information in all of the documents Included In my application package. I acknowledge that EHINR may revoke any permit 1 am Issued H ml ROPIlcatlon Is found to contain any Inaccurate, false, or misleading Information. I understand that no construction may be undertaken on o ii, OWTS until an OWTS Construction Permit Is issued. O na Repui Date: IlJ1 Ap Dant Si®niattl Date: i Received by EN/HR Stuff. Fee B Receipt N: Date: -C> `io2� 6 (oti3 goer (��1UNll'Sg:>!), ?(10)1 NFW NIi65\U' 7cr . Ar au„ r.......: nuiT; I ....... ..............., . _..., .... .. .. nrna r Ail 1 n / 7/ 0? VEII/NR ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 10028 Parcel ID #: 2643-204-06-012 Permit Issued: ❑NEW ®REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Tom and Lori Pevny Property Address: 2651 Juniper Hills Dr. Legal Description: Lot 12, Block 7, Brush Creek Village Subdivision Size of Lot: 1.8 Size of Building: 5700 Acres Detached Accessory Unit: Sq. Ft. Size of Accessory Unit: Sq. Ft. The system is designed for: 5 bedrooms 4 bedrooms in the main house (Master bedroom, 2 bedrooms on main floor, 1` bedroom or er level, study is not to be considered a bedroom) + I bedroom in future CDU Designed By: High Country Engineering Project #: 2091028 Dated: 10/7/09 Phone #: 970-945-8676 Mailing Address: 1517 Blake Ave, Ste 101, Glenwood Springs, CO Fax #: 970-945-2555 Email Address: Perc Rate: 35 MPI Profile Hole Depth: 6 feet Depth to Groundwater or Bedrock: Greater than 6' Minimum Tank Capacity: 1406 gallons Minimum Absorption Area: 1304 sq. ft. w/ 30% reduction. Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. The current system is experiencing saturated conditions. A new system is being constructed and the existing system (ISDS permit 98066 sized for 5 bedrooms) will remain and be allowed to rest. In the future, this system may serve any existing or future structure as long as it has no more than 5 bedrooms. A splitter valve will be installed to allow alternating of the systems. The existing tank will be abandoned once the new tanks are online. The new system will consist of one 1500 gallon two-compartment precast concrete tank followed by a 500 gallon precast concrete dosing tank with a pump. The pump will dose the new field consisting of 3 beds that will be serially loaded. The beds will have 60, 42, and 36 Quick -4 chambers or equivalent for a total of 138 units and 1352 sq. ft. Any dwelling or occupied building must be at least 20 feet from the absorption bed. The beds must be at least 110 feet from any well. The water line must be at least 25 feet from the absorption area or must be encased. 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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: Bryan Daugherty Date: 9/20/10 Expires: 9/20/11 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: Fee PW PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 February 10, 2011 Lori Pevny, c/o Greg Peters 2651 Juniper Hill Road Aspen, CO 81612 Installation Observations for OWTS, Pevny Residence 2651 Juniper Hill Road, Permit #10028A Pitkin County, Colorado Lori, Project No. 1769 ALL SERVICE septic, LLC performed installation observations for the onsite wastewater treatment system (OWTS) in December 2010 and January 2011 for the subject property. The installation included a 1500 -gallon, two-compartment, concrete septic tank, followed by a 500 gallon concrete septic tank with a 0.375 FAST unit, followed by a 2000 gallon, two-compartment septic tank with an Orenco pump vault. The drain field consisted of 11 sections of 'drip irrigation' drain field. Two sets of distribution valves, brought to grade with sprinkler valves were installed to distribute effluent to the drip irrigation drain fields. The 0.375 FAST treatment system, and the Orenco pump were wired and working at the time of our final site visit. The 'old' septic system, that previously served the residence, is being allowed to dry out for future use. A diverter valve has been installed to access each set of septic tanks, and each drain field. The OWTS was generally 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 OWTS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWTS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. ALL SERVICE septic, LLC Reviewed r 1 Timothy R. Petz 2 copies sent, Copy sent to Pitkin County Health Dept Richard H D CO F, Carla Ostberg From: Carla Ostberg Sent: Wednesday, February 16, 2011 10:51 AM To: 'Tim Petz' Subject: Pevny Attachments: 20110216222433218.pdf; 2643-204-06-012 Pevny.docm Hi Tim, Attached is an email I sent back in Nov when you were in BVI (I think). You responded, but not really to any of my questions. Also attached is the permit. I do need to have these questions addressed and would like for you to incorporate the dates of your inspections and what was seen on those dates. I would just like to have this documentation on file as I did not do a "final" inspection. I was at the site many times prior to the installation, but since some of the tanks were installed prior to permitting and it was a drip "bury as you go" system, I did not see the system as it was being installed or finally in operation. Do you think we need to do one last inspection of the entire system in operation? In any case, could you address the questions on the attached email and also note the condition on the permit about pump information that was not included in your original design or the as -built. I would assume there is a pump in that 2000 gallon tank. Also, did you give the Pevny's any direction with regard to use of their existing (old) system and the diverter valve? I have some language in the permit that refers to this and it should be very clear how they can use it in the future and what they must do as far as record keeping. Is a .375 FAST the same as the retro fast? Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 -----Original Message ----- From: carlab fmailto:carlab(@co.pitkin.co.usl Sent: Wednesday, February 16, 2011 8:25 PM To: Carla Ostberg Subject: This E-mail was sent from "RNPFIASBB" (Aficio MP 5000). Scan Date: 02.16.2011 22:24:32 (-0500) 1 s Carla Ostberg From: Tim Petz [tpetz1@comcast.net] Sent: Friday, November 19, 2010 6:01 AM To: Carla Ostberg Cc: dinerchix@aol.com; greg peters Subject: Re: Pevney amended OWTS permit Thanks very much Carla, As I will wont be able to be reached until Friday after Thanksgiving, Hamilton to accept questions from excavator and proceed. Greg Peters does have experience with Bel Pat Drip systems, and job. Ken Hamilton ph. 720-261-9358 thank you carla for your efforts, and Greg as well. Tim Petz All Service septic, LLC / ITS, Inc PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 I have given direction to Ken I am confident he will do a good ----- Original Message ----- From: "Carla Ostberg" <Carla.Ostberg@co.pitkin.co.us> To: dinerchix@aol.com, "greg peters" <gnpeters@sopris.net>, "Tim Petz" <tpetz1@comcast.net> Sent: Thursday, November 18, 2010 10:51:51 AM Subject: Pevney amended OWTS permit Hi Lori and Greg, Attached is the permit for the new All Service Septic plan. I issued the permit despite some questions I still have on the design, but they are minor and I feel that it will be fine to proceed with the installation as long as Greg is clear on what to do. If at any point there is a need for direction, please stop and be sure to check with Tim before proceeding. Tim, eV,) a,( t r­�_Q � J A few questions about the design that I hope you can address when you -2-12 (P t I e back to work. V/1) There does not appear to be any information about the pump going into the 2000 gallon tank. Please provide an additional specification sheet V?) that pump. ✓2) I don't follow your math entirely (A= (Q) x 1.5 x 1.6 x 1.17/R = 6249 5 SF (x 1.4) = 900(1 think you meant 9000). You can either explain it or 1M AW show me how the 1.6 and 1.17/A come into play and IF you sized on ine 0.21 LTAR you don't have to use the 1.4 loading factor, although I think it's a good safety factor given the deterioration of soil peres as you increase depth. 3) 1 see the pressure release valves in the detail under the heading "distribution valves" but I don't see them noted on the "typical plan view". I want to be sure that Greg is very clear where those pressure re ease valves should be located. 1 believe you meant for Field A to be 6 sections instead of 7, and you verified that via email so that's what I've reflected in my permit. 5) How can Greg proceed with system installation and be sure we can inspect the system properly while being able to backfill as he goes. I suggested possibly leaving the manifolds and ends open so we can check for level and do a pressure test to assure the entire system can be pressurized when the pumps are in and working. Thoughts? Thanks for everyone's efforts on this! Please let me know if there are any questions. Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 -----Original Message ----- From: carlab [mailto:carlab@co.pitkin.co.us] Sent: Thursday, November 18, 2010 8:27 PM To: Carla Ostberg Subject: This E-mail was sent from "RNPF1A5BB" (Aficio MP 5000). Scan Date: 11.18.2010 22:26:58 (-0500) Email secured by Check Point Carla Ostberg From: Tim Petz ftpetzl@comcast.net] Sent: Saturday, February 26, 2011 4:18 PM To: Carla Ostberg Cc: Bryan Daugherty Subject: Re: Pevny to Carla and Bryan FYI Attachments: PumpSelect - Pevny Residence Pro No 1769.pdf; IMG00007-20101206-1104.jpg; Distribution Valves (on and off each section).jpg; Insulation of dist. valvesJpg; perforated lateral pipes in section 3, about 18inch deep.jpg Thanks Carla, The math behind the Drip Systems comes from Warren Brown and Ed Church about 31 years ago. (no kidding) 1�0 arb`Hec 01 Formula ===== 1.5 {peakin factor} x 1.6 {Jganic loading factor, just like the 1.4 in Pitkin} x.75 {this is a reduction for dosing} x 1.17 {this was made up by Ed and Warren for additional safety, there is no math behind it} / Application rate {this is applicable to the percolation rate as we know it, for example a 28 MPI = 0.95 app rate, or 180 MPI = 0.18 app rate. We can take this further via the phone if confusing, which it kinda is... Zthe pump curve is attached. A P300511 Orenco Biotube pump vault was installed in the second compartment of the 2000 gallon tank. the pump was wired and was worked during our inspection. why r\u} ? Tim 5a'd r\,,J rcaltu uy.Joff a vr-e - drai n 6o-cL the distribution valves are not pressure relief valve, they only turtVon and o sections of the drain,-Jo4s field. My installer Greg Peters and his assitant Breck were clear on the valves. This was their second Bel Pat drip installation. Thanks for your correction on this one. 5. 1 was out at the site, and on the phone during the entire installation. Attached are some pics. All went well, they have a system which will last a long time. Yes, a 0.375 is a RetroFAST unit. The diverter valve was installed and is called a "bull valve" Greg has been keeping an eye on it, as we both want to see it function in raw sewage conditions. Tim Petz All Service septic, LLC / ITS, Inc PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 ----- Original Message ----- From: "Carla Ostberg" <Carla.Ostberg�co.pitkin.co.us> To: "Tim Petz" <tpetz1 [a)comcast.net> Sent: Wednesday, February 16, 2011 10:51:02 AM Subject: Pevny Hi Tim, Attached is an email I sent back in Nov when you were in BVI (I think). You responded, but not really to any of my questions. Also attached is the permit. I do need to have these questions addressed and would like for you to incorporate the dates of your inspections and what was seen on those dates. I would just like to have this documentation on file as I did not do a "final" inspection. I was at the site many times prior to the installation, but since some of the tanks were installed prior to permitting and it was a drip "bury as you go" system, I did not see the system as it was being installed or finally in operation. Do you think we need to do one last inspection of the entire system in operation? In any case, could you address the questions on the attached email and also note the condition on the permit about pump information that was not included in your original design or the as -built. I would assume there is a pump in that 2000 gallon tank. Also, did you give the Pevny's any direction with regard to use of their existing (old) system and the diverter valve? I have some language in the permit that refers to this and it should be very clear how they can use it in the future and what they must do as far as record keeping. Is a .375 FAST the same as the retro fast? Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 -----Original Message ----- From: carlabfmailto:carlab(D_co.pitkin.co.usj Sent: Wednesday, February 16, 2011 8:25 PM To: Carla Ostberg Subject: This E-mail was sent from "RNPF1A5BB" (Aficio MP 5000). Scan Date: 02.16.2011 22:24:32 (-0500) Pitkin Country Environmental Health Department Contact Log Sheet '•• MOVIE ®♦ , I I. i1 _ _® IT W -IN MOR VIE I ® VVI "L41• A O e ISm �® ® MM !_ w• +/ ' ®"a'.) .ice. ifs WAI�IM Pitkin County Environmental Health Department Contact Log Sheet D• Address: Person Sp'6 , ken To a Ow rl" WIN MEMO :ice � ,_ .,_ � ri � ... - �� �.��*� ►..,�� _ -,�� . _- � �® 1AN,.' L► L. P, 1011AM MMM WMAWMAMI 1223 Carla Ostberg From: Carla Ostberg Sent: Monday, September 12, 2011 1:08 PM To: 'Greg Peters' Cc: Susan Pearson; 'Tim Petz' Subject: Pevney Attachments: Pevney_sepx.doc; 1769 Design Letter.doc; 1769 Percolation Test.pdf; 1769 Sheet File W1.pdf; 1769 Sheet File W2.pdf; 3146_001.pdf Hi Greg, In response to your phone calls, I visited the site today and spoke with Manny regarding the troubles with the Pevney's newly installed system. The attached designs are associated with OWTS Permit 10028A, which was finalized in March of 2011. Please print a copy of the design for Manny. If you need any other documents, let me know. This system was tricky in itself, but to complicate matters more, it was installed during the winter months and the soil on the site is very poor. When effluent started surfacing in the area of the field recently, you discovered that 2 of the drip lines were not level and some were only 2" below grade. To resolve the issue, the lines are being properly leveled and more fill will be placed on the beds to achieve a minimum of 12" of cover. This area should be properly re -vegetated to alleviate potential erosion. Manny mentioned constructing a swale above the field area to divert runoff. I have cc'd both Tim Petz (All Service Septic) and Susan Pearson (Pitkin County Zoning) in case they have any comments regarding reveg and swale. Thanks for letting me know about the issues and taking action to fix the situation. It seems as though you are on the right track, but I'd like to be sure there are no additional comments from the County or Tim. Let me know if I should cc Lori Pevney on this email. Thank you, Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 Q [-so �O rNa rcI6 d -� Lori' Pe Uo e�y Carla Ostberg From: Carla Ostberg Sent: Tuesday, August 31, 2010 3:29 PM To: 'dinerchix@aol.com' Subject: contacts and some thoughts Hi Lori, We talked earlier about some "rejuvenation" systems that might be an option for your existing system. When I spoke with Roger about this alternative, his opinion as a professional engineer is that these products are not a good alternative for your particular situation. I think Roger and I both believe that your existing system is undersized because the perc rate used to calculate the size was under -estimated. It might be worth contacting these and getting their feedback, but remember they are selling the product and would have a vested interest. I have worked with both these people and companies in the past and feel like their experience is worth weighing in your situation. Aquaworkx — Eric Berquist 1-888-292-7075 RetroFast —Tim Petz 970-618-5033 I spoke with Greg and he is going to bring in your application next week. I understand that Roger engineered an entirely new system so 1) you won't have to rely on your existing system; 2) you can use your existing system while the other is being constructed (i.e. new tanks); and 3) he has incorporated additional capacity for an ADU if you decide to build one in the future. You mentioned an excessive cost attached to a "water line" issue. Roger did say that the water line running up the road is too close to the proposed field, so that will have to be encased, which shouldn't be cost prohibitive. Greg also mentioned a water line to the future ADU being an additional tap which will require a tap fee to the Brush Creek Metro District and he also mentioned that the future ADU may need to have a sprinkler system (which I know is currently being contemplated by our Building Department) and that had some cost implications. I would suggest you receive some line item bids that can be examined to be sure appropriate costs are allocated to each part of the project. If you have any other questions, I would be happy to try to help. Thanks, Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 Carla Ostberg From: Carla Ostberg Sent: Thursday, November 18, 2010 10:52 AM To: 'dinerchix@aol.com'; 'greg peters'; 'Tim Petz' Subject: Pevney amended OWTS permit Attachments: 20101118222658716. pdf Hi Lori and Greg, Attached is the permit for the new All Service Septic plan. I issued the permit despite some questions I still have on the design, but they are minor and I feel that it will be fine to proceed with the installation as long as Greg is clear on what to do. If at any point there is a need for direction, please stop and be sure to check with Tim before proceeding. Tim, A few questions about the design that I hope you can address when you are back to work. 1) There does not appear to be any information about the pump going into the 2000 gallon tank. Please provide an additional specification sheet on that pump. 2) I don't follow your math entirely (A= (Q) x 1.5 x 1.6 x 1.17/R = 6249 SF (x 1.4) = 900(I think you meant 9000). You can either explain it or show me how the 1.6 and 1.17/R come into play and IF you sized on the 0.21 LTAR you don't have to use the 1.4 loading factor, although I think it's a good safety factor given the deterioration of soil peres as you increase depth. 3) I see the pressure release valves in the detail under the heading "distribution valves" but I don't see them noted on the "typical plan view". I want to be sure that Greg is very clear where those pressure release valves should be located. 4) I believe you meant for Field A to be 6 sections instead of 7, and you verified that via email so that's what I've reflected in my permit. 5) How can Greg proceed with system installation and be sure we can inspect the system properly while being able to backfill as he goes. I suggested possibly leaving the manifolds and ends open so we can check for level and do a pressure test to assure the entire system can be pressurized when the pumps are in and working. Thoughts? Thanks for everyone's efforts on this! Please let me know if there are any questions. Carla Ostberg, MPH, REHS Environmental Health Manager Pitkin County Environmental Health 970-920-5438 -----Original Message ----- From: carlab [mailto:carlab@co.pitkin.co.us] Sent: Thursday, November 18, 2010 8:27 PM To: Carla Ostberg Subject: This E-mail was sent from "RNPFIASBB" (Aficio MP 5000). Scan Date: 11.18.2010 22:26:58 (-0500) 1 Carla Ostberg From: Carla Ostberg Sent: Monday, March 16, 2009 2:14 PM To: 'dinerchix@aol.com' Subject: OWTS permitting process Hi Lori, Sorry we keep missing each other. I have provided links to our checklist and permit application. http://www.aspenpitkin.com/pdfs/depts/12/owtsconstpermitapp.pdf http://www.aspenpitkin.com/pdfs/depts/12/owtsconstpermitappchklst.pdf To get you started, you will need to contact an engineer to design your new system and be sure the area is approved by our Planning Department (I can help you with that once you decide where the new system will go). We don't recommend anyone, but I will provide a short list (alphabetical) of those we frequently work with and this is by no means exclusive of any other PE. I have some people's numbers memorized — the others you can look up and there should be more options under engineering in the yellow pages (some do OWTS, some don't). All Service Septic, Tim Petz 618-5033 Church OWTS, Bob Wright 720-898-3434 Gamba and Associates, Carter Page 945-2550 McLaughlin Rincon, Dean Derosier—in book Sopris Engineering, Paul Rutledge 704-0311 SGM — in book High Country Engineering — in book Once you have selected an engineer, they will design a system that will be submitted (along with other items on our checklist) and I will review the application and do a site visit. If all goes well, we issue a permit and you can hire someone to install the system. We have a list of licensed Contractors on our website. It is updated periodically. http://www.aspenpitkin.com/pdfs/depts/12/Licensed.pdf It is concerning to me that your system has failed after only 10 years. Your system appears to be oversized to begin with, so hydraulic loading should not be a factor. Leaky toilets are a huge problem, but I would not think that would cause your system to completely fail. I would recommend discussing possible causes of failure with the engineer you hire and see if there isn't something that can be fixed rather than having to replace the entire system. I am happy to come look at your system, as well, once the snow melts. Please let me know if you have any questions. Carla Ostberg, MPH, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd or 100 gpd) 75 Number of Bedrooms in Main House 6 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 900 State Review Required? no Perc Rate 120 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1350 Minimum tank capacity 1688 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 4,141 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 2,958 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Pipe and Gravel (-10%) 3727 no red. 4141 378 Dosing (-20%) 3373 (-20%) 3313 336 Chambers (-30%) 2899 (-10%) 3727 294 Max Allowable -50% 2070 (-30%) 2899 210 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) 2662 no red. 2958 270 Dosing (-20%) 2366 (-20%) 2366 240 Chambers (-30%) 2070 (-10%) 2662 210 Max Allowable (-50%) 1479 (-30%) 2070 150 128 SETBACK FROM WELL # of feet = 78 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 53 SETBACK FROM DRY GULCH # of feet = Quick4 Bed 420 336 378 294 300 240 270 210 OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd or 100 gpd) 75 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 1 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 Wast w 900 State Review Re fired? no LTAR 0.21 Design Flow (Q) = ential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1350 Minimum tank capacity 1687.5 gallons Absorption Area (=B20 X 1.0/B17) A = Q x 1.0 loading/LTAR A = 6,429 sq. ft. of absorption area required Absofptien Area (—Q/5 X SQRT per -e rate) PATH SECONDAR-Y TRF A TMF, A= 6,429 sq. ft. of absorption area required Abs. Area w/ loading factor (1325) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 5786 6429 586 651 Dosing 514 5143 521 521 Chambers 5786 456 586 Max Allowable 3214 4500 326 456 Secondary Treatment Abs Area w/ out loading factor (1328) Trench Bed Pipe and Gravel 5786 6429 586 651 Dosing 5143 5143 521 521 Chambers 4500 5786 456 586 Max Allowable 3214 4500 326 456 128 SETBACK FROM WELL # of feet = 78 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 53 SETBACK FROM DRY GULCH # of feet = PO Box 2844 {. Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 November 16th 2010 Project No. 1769 Greg Peters Attn: Lori Pevny 5351 County Road 100 Carbondale, CO 81623 Subsurface Investigation and Repair Onsite Wastewater Treatment System Design r� Pevny Residence 2651 Juniper Hill Road Pitkin County, Colorado` (� Greg, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite/Aspen, r treatment system (OWTS) design for the subject residence. The property is located outsidin an area where OWTS are necessary. SITE CONDITIONS A single-family residence and a garage having a total of 6 -bedrooms presently exists and is utilizing a OWTS which is experiencing problems. The existing septic tanks and drain field may be utilized in the future although must be allowed to dry out. The proposed drain field area has been grubbed, and slopes are approximately 10 to 20 percent to the north. Water is provided by the local water district. SUBSURFACE The subsurface was investigated by HCE, and by our firm conducting percolation tests. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 40 to 80 minutes per inch (MPI). Additional percolation tests were performed by HCE. A 120 MPI, and an application rate of 0.21 Gals/SF/day will be used to design the OWTS. DESIGN SPECIFICATIONS The OWS design is based on 6 bedrooms, an average sewage load of 900 GPD and an application rate of 0.21 gallons per square foot (SF) per day. The application rate is based on evapotranspiration and absorption. The installation must include a 1500 gallon existing septic tank, followed by a 500 gallon septic tank with a 0.375 RetroFAST, followed by a 2000 -gallon dose tank. Eleven 8 -foot by Subsurface Investigation and OWTS Design Project No. 1769 11/16/10 Page 2 100 -foot sections of drip irrigation field must be installed for a total area of 8800 SF. Distribution valves must be used to distribute effluent to the drain field. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin -County Health Department, and this design. A low-pressure drip irrigation system requires installation by a contractor who is experienced in its installation. If conditions different from those described in this report are encountered, we should be called to observe the conditions. The surface of the field must be seeded after installation of the system to minimize erosion and provide vegetation transpiration. A native seed mix should be used. The seed mixes should not require irrigation. Do not irrigate over drain field. Erosion control should be practiced prior to and during re -vegetation. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. 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 OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. Subsurface Investigation and OWTS Design Project No. 1769 11/16/10 Page 3 FASTTM TREATMENT SYSTEM The burial depth of the tank should be 12 to 24 inches. A 110 or 220 volt, 20 amp dedicated breaker is required for the blower. The FASTTM System must be installed by a qualified installer. The control panel should be mounted in `line of sight' of the system. Two site visits are typical for a FAST installation. The first visit is to install the FAST unit and the second visit is the `start-up' visit. An operation and maintenance contract is required for the FASTTM treatment systems. We are authorized distributors of the FAST treatment systems. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWTS during construction. The OWTS 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 Timothy R. Petz Copy emailed to Greg Peters \�ks Richard F PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1769 PROFILE PIT Date of Test: 11/16/2010 Profile Pit Information may be obtained from HCE report 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 20 (in.) (in.) 0.25 1 20 20 2.50 4.00 1.50 20 4.00 5.25 1.25 20 5.25 5.75 0.50 20 5.75 6.00 0.25 80 2 12 20 1.75 3.00 1.75 20 3.00 4.00 0.75 20 4.00 4.25 0.25 20 4.25 4.50 0.25 80 3 14 20 3.00 4.00 1.00 20 4.00 4.50 0.50 fill 20 4.50 5.00 0.50 20 5.00 5.50 0.50 40 AVG = 66 MPI Design based on 120 MPI RESULTS OF PERCOLATION TESTI Q J08 N --�L� Udl--------- ' .+DDRESS DESCRIPTION__! _G SATE_____ �z ----------- — -C-P----------�� !' / )(-r% % —�---------- 4,� It '1 DEPTH AND DIAMETER C= HOLE /�' �__-- ®_—J' m #2 _L5 _ z _—� _ � y3 _L�-- 0 —'7-- ' m APPROX. GALS. ADDED: HCL-_E #1 �� HOLE #2 �__ � HOLE p3 —_--_. TEST HOLES WERE PRE—SOAKED FROM: (Dote)_---- _ (Tme)! �_�____ T0: (Dcte) /__'�___ (Time)________ i HOLE #I HOLE #2 HOLE #3 TIME REF NARK =A-_ !API TIME REF !NARK FALL MP: TME R7F HARK =ALL RATE TO H2O RATE TO H2O RATE qo �'g 1 �+,5'' 31 dig„ r `q 9 � C. /ERAGE PERCOLATION RATE: ___ 30—_ A p1 PROFILE, HOLE _ I =MRRKS. (� topography om0%enf/so /ro/er fampsrotures, AND SOIL DESCRIPTION insulation •on site. +eother wgetolion• site descriplior) I I REA SKETCH: 1-� 1 BY--- ---=---�—E --I-------- c i • i • RIP -SULTS OF PERCOLATION TESTXB # --P — ---------- ,DDRESS DESCRIPTION --- ��[)�1=,7_-- �i--C' �' CATE---!`' l---- y— ---------- DEPTH AND DIAMETER C= HOLE= kt —�� —" ®_-�—_ m #2—_-- ___-- " m3 ----- " " APPROX. GALS. AOOM HCL- #1 _ HOLE y2 HOLE #3 ____— TEST HOLES WERE PRE—SOAKED FROM:Dote � ( )-- // --- ('Te)— �1—_��"_ TO: (Otte)— MPI TIME RATE HOLE #2 R9 mYtRK I FALLI RA?� -,It HOLE # 1 TIME RT= MARK 0 H2O --A-- i r� i I i —7G 271, I ., �� K 1 ti's go j. I MPI TIME RATE HOLE #2 R9 mYtRK I FALLI RA?� -,It HOLE #3 ME I RTO H2O I " 'All ( RATE i rERAGE PERCOLATION RATE: _------- MPI PROFILE HOLE s i MARKS, re. ropogrophy, a.na:enr/soa/»orer temperatures AND SOIL DESCRIPTION insuiorion on sire, reotrrer, vrgetotion, site description) CQ -.G 1�.� �i'at.-! ���nL41'�1L.L` C�t,OU��C- Cean�Y-4,,: h'+m ''► jr REA SKETCH: + 3r w -7.0 Lo i r� i I i —7G 271, K HOLE #3 ME I RTO H2O I " 'All ( RATE i rERAGE PERCOLATION RATE: _------- MPI PROFILE HOLE s i MARKS, re. ropogrophy, a.na:enr/soa/»orer temperatures AND SOIL DESCRIPTION insuiorion on sire, reotrrer, vrgetotion, site description) CQ -.G 1�.� �i'at.-! ���nL41'�1L.L` C�t,OU��C- Cean�Y-4,,: h'+m ''► jr REA SKETCH: + 3r w -7.0 i HOLE #3 ME I RTO H2O I " 'All ( RATE i rERAGE PERCOLATION RATE: _------- MPI PROFILE HOLE s i MARKS, re. ropogrophy, a.na:enr/soa/»orer temperatures AND SOIL DESCRIPTION insuiorion on sire, reotrrer, vrgetotion, site description) CQ -.G 1�.� �i'at.-! ���nL41'�1L.L` C�t,OU��C- Cean�Y-4,,: h'+m ''► jr REA SKETCH: + 3r w i i I i V , RIF.SULTSS OF PERCOLATION TEST .Jo �----2vnc�-------- ,OGRESS DESCRIPTIONeJ�__-- 3��l ^_ - --- jt OAT£---jt_� L_ �1 ------ DEPTH AND DIAMETER C= HOLE #1 " ®� _" m ,y2 _ 0 _�� ' m .03 APPROX. GALS. ADDED: HOLE X11 (T m#2e)__ �1Ii( _a�`i�(HOLE _ HOLE y3 ----- TEST HCLES WERE PRE-SOAKED FROM: (Date)_: D_ T0: (Otte)_ 7___ _ (Time)IJ_ I HOLE #3 REF H20K " ALL RATE tr i 2(,4 J� � t iERAGE PERCOLATION RATE:_ MPI PROFILE HOLE _MARKS. ('e. topography, omDient/so�7/water temperatures, AND SOIL DESCRIPTION insulation •on site. w,eother, Yvyetomon• site description) r REA SKETCH: \ e AO , �i' BY ----{-------------- HOLE #I HOLE #2 TIME RTQ M2RK =A-- CAPE TIME REOF MAORK FALL 0 z" t � S HOLE #3 REF H20K " ALL RATE tr i 2(,4 J� � t iERAGE PERCOLATION RATE:_ MPI PROFILE HOLE _MARKS. ('e. topography, omDient/so�7/water temperatures, AND SOIL DESCRIPTION insulation •on site. w,eother, Yvyetomon• site description) r REA SKETCH: \ e AO , �i' BY ----{-------------- PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street 3rd Floor Aspen, Colorado 81611 (970) 920-5526 FAX # (970) 920-5439 September 9, 2010 Tomas Pevny 2651 Juniper Hill Rd Aspen, CO 81611 RE: Land Use Approval for Replacement OWTS Field (PID #2643-204-06-012; 2651 Juniper Hill Rd) Mr. Pevny: After reviewing your plans for the replacement septic field at the above referenced address, it has been determined that these systems will not encroach into any constrained areas identified in Chapter 7 of the 2006 Land Use Code. The Lot is however, subject to standards for development in a scenic view protection area. These standards pursuant to section 7-20-120(d) can be found in the 2006 Pitkin County Land Use Code. Because the septic field is located underground, the development itself is exempt from review; however, all areas which are disturbed by activities related to the septic system will need to be mitigated as noted below. Compliance with the following conditions is strongly encouraged based on the scenic view area: Conditions 1. The replacement septic system shall be located and designed exactly as required by the Environmental Health Department. 2. No development or activity associated with the septic systems shall be allowed within the setback areas of the lot. 3. All areas disturbed by construction shall be re -vegetated with Pitkin County approved seed mixes within one growing season of the project's completion. Be advised that all other zoning and building codes and regulations are applicable. This exemption is not vested and may not be applicable at the time of permit submittal. Please be advised that you must comply with all the conditions of the OWTS Construction Permit. Provide a copy of this letter to Environmental Health as proof of your Land Use approval to obtain your permit. Additionally, if you have any questions or concerns, please feel free to call me at 970-920-5092. Sincerely, Cari Anne Holcomb Planner Community Development Pitkin County 130 South Galena Street, 3rd Floor, Aspen, CO 81611 970.920.5092 (Phone) 970.920.5439 (Fax) cariannehCaD,co.pitkin.co.us J itKin County Environmental Health NO SEPTIC PERMIT REQUIRED, FORM Date:�� D Owner's Name: ,t' Dv U Project Name: PPy t\;- U aie Address of Property: 71� �J ( 5Un Building Permit number: Parcel Scope of Project: Remodel does not increase the bedroom/potential bedroom count ZinC;�[,t Existing septic system is sized for this project JWff "I It n -'`c A V10 C C)u. New buildings do not need a septic system (i.e. garage, shed, bam, etc.) Project is not located in the area of the existing septic system No septic permit is required for this project. No further review is required by Environmental Health. FOOD SERVICE FACILITY This facility contains a retail food establishment. Environmental Health has reviewed and approved the plans. 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com r e.ra...cb.a,.W ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT 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 800 State Review Required? no Perc Rate 21 (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1400 Absorption Area (=Q/5 X SQRT perc rate) A = 1283.1212 sq. ft. of absorption area required 83 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: 100 � �0 CNA A = 898.18484 sq.ft. w/30% bed reduction 641.560597 sq.ft. w/ 50% trench reduction 58 gravelless chamber units 41 gravelless chamber units Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Printed on Recycled Paper •`� w v � wv •- TJ 1 f I 4•i• l yr . � j' , d \( V lav-VrRJFY bXld r,I 4 �3 r MATERIAL LEGEND 1--IF--1 GLAZING 0- ACOUSTICAL CELM (I V I 11 COMPACTED PARTII COMPACTED GRAVEL 0 RIGID INSULATION CLU�.AM WOOD tlA'I"f INRULAT'ION FINISH WOOD xouGH woou ISTEEL PLYWOOD PARTICLE BD, OR WOOD FIRIRRD. DRAWING SYMBOLS CONCRII[I MASONRY d' CONCRErE BRICK ®� }O$ 100'-0' i"YF STONF. GR Cmde HFRAl1�WALL ALT Al— HLEVATION SYMBOL I 1--IF--1 GLAZING 0- ACOUSTICAL CELM (I V I 11 COMPACTED PARTII COMPACTED GRAVEL 0 RIGID INSULATION CLU�.AM WOOD tlA'I"f INRULAT'ION FINISH WOOD xouGH woou ISTEEL PLYWOOD PARTICLE BD, OR WOOD FIRIRRD. DRAWING SYMBOLS SO WINDOW MARKS A. Adjarant DOOR MARKS }O$ 100'-0' i"YF ELEVATION MARK GR Cmde COLUMN GRID ALT Al— HLEVATION SYMBOL I DEI'AILSECrION Al.l SW Shcl 410A tkvLBUILDINGSECrION lladwem Al.l BRG B .ing A 1117E DRAWING nTLC Al.l SCALE Peony Residence Remodel ABBREVIATIONS ADD AadeMltm OC omerel Cl— RORwlgh OW,,g A. Adjarant GL 01—SAN Smimy AGG Aggrege. GR Cmde SECT Scone ALT Al— GYP Gypsum SEW hew. ARCH A.hit—,I GWB Gypsum WJl.aW SW Shcl BM S_ lladwem SIILV Shcly. BRG B .ing IID Ilad SIM similm BET Bawccn Bond BD HVAC 11. ling, Vdilahlg, &Air Cmdinmag SL Sbdiog STC S.&T—Imm Cl BS Epm Side HT Neight SPEC Spwlf-d BG tlntlnm Df HWY Highway W*— BLDG BWWag HOR Hi—d STD Stendvd CAN C. Mina CL C—L4= ID made lxmmeim INT I— STI. 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Kiev WP Wate1.0 FTU F-11% REF st t WT Walgh, PDN Pwmdedm REPRRRe Iigef.x WIN Wildw GA QW RBDiP Rdllk c(d) W I Will, GALV G.I—d REGD Rmeimd RM Room Wo Wimam WD Wood GENERAL NOTES A. lk AIA Ducummt A201'Cxxail C—bli mofineCmtrmf fw Camn,mdm",lace[ cdiEan, me heeeby madeapen m'mmn WI. do Ill. d ca¢pt. aenmdcdhc tiw Copla ate m filemhi avilleble fm inepatim arae Deice of me Architect H. Thc� GaeN IrG—INmlx ammnt oflhc Al4amea, the Nota, me d S1aWfia nw and me Dinga, which am vroperdvc an il�ooua Wark;d,n `wnmmmblyi=W ury me aft a«wm shell be mwBe tlmugh eovemd in eP, my dnwepaay betwen the h n'mml parW shuWJ h: xvyirlW W du Am.wx W,memmey. C. All wnh mall wmiply wim ell SWe mdkxal coda and atdi—., mdahW be p.B. d. the hphcet amdude of wslbmenahip by Joumaywn oftbe epropeuk aadc. 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Rcviw shell be made N,me Atchlmv tha worta,d aW w.kehell conform W me reviewed shop drew.ge, xnniea W .gmmnmt a reyni,W gn ampl.;n peregmph N. fbova G. n1ftldinglnepc—h0lbmtifldby lul Crdby whmthatWncd ofirmpc by rcgWmd by the Uvif.m BWWmg Code. by any Iwzl code.wdirnra. H. '11ro [:m4mWr xlwll bempwaiblc lin da eakty aM rare of Wjmmtpropeni. daring OS.A hIQ for co�limcc wim PcI end $tete OSHA mgulsliuny iml cur me pminaim ofal w�,mlil if k apErrma m ran ow,lra. I. All dim ntrfcd hlkc prraWaxc mer eakd &I--.coei—.om. Dimmeime noed wim "N.T.S.' dmav vot mails I. Cee.v 1.1 vmfy.d mvrdioerc l upemnge mmugM1 fkwre, railings eW walla wfh ell annimmrm, aapnnil, nM.tial, nlnmMflg ens ciccbicnl mvw.ga K. Coarmf. ll uaeme ropmeibility of itcro eryWting raoNmetim and—.timd r., me .riding pmaee. L. mitis npctalma asumptims.pNing g cordidorce will rtquhe atlj.tmmf d..g me tam eremetmedon Thanr.e mremeaa. th, shell wily: odeang dimceions: NevWom; elm —h goranuGocilm®hva: eel sPmtm me.4cikc[ ell dwiefiem r m[npMW cmditi— AJditiotaay, me Connacl. she" cpon m the Architect airy danage W the eaisong etrmM1w encowed m dimovaW mw.g daml.'on. PaMkedm and ewemhly of wncmil manbve cmmt pr.ccd wimmn the ArcM[pefe tesNutim and modElalke ofCeeatmcfim DmmnmLL PROJECT DATA Pevny Residence Remodel Blush Creek Subdivision Pitkin County, Colorado Code: 1997 UBC Occupancy (letup: R-3 Construction Type: V -N Zoning: AFR-10 Lot Si7.e 1.97 acres +/- FAR Max. allowable: 5750 &E Existing House Square Footage: 2815111 enclosed, 768111 garage Main Level = 2224111 Lower Level = 591 111 Garage = 768111 Proposed Additional Square Footage: 1929 s.f. enclosed Main Level = 896 s.f. Lower Level = 1034 s.f. Total Square Footage: 4744 s.f. enclosed, 768 s.f. garage Total Square Footage: 5512 s.f. SHEET INDEX ALO Cover Sheet A 1.1 Survey A2.1 Site/Roof Plan A3.1 Main Level Floor Plan - Existing/Demolition A3.2 Main Level Floor Plan - Proposed A3.3 Lower Level Floor Plan - Proposed A4.1 South/Souhtwest Exterior Elevations A4.2 North/West Exterior Elevations A4.3 East Elevation A5.1 Building Sections A6.1 Details Sl Standard Details and Notes S2 Foundation Plan S3 Main Level Framing Plan S4 Roof Framing Plan Michael Doyle Architects 0074 Sunset Drive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (t) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Cover Sheet A1.0 – – – EAST 149.3P=-----�� ,�-,--__ pmplxlyLine _ \� — \ \ 30' Easement ---------------------- ----- —------------------ __-------___ 90 line ofproposed \\ \ \ —___-- A addition �V A __— 3parkingspace '92 _-- - • • ` sci \ \ existing main / i \ \ \ \ oak to remain � � line of existing \ building footprint Michael Doyle Architects 0074 Sunset Drive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (t) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Site/Roof Plan SCALE: 1/B"=1W' , NORTH A2.1 Existing Main Level Floor Plan/ Demolition Plan @ 1'4" = P -o" 2224 s.f. enclosed living Michael Doyle Architects 0074 Sunset Drive Basalt, Colorado %1621 970.927.6796 (p) 970.927.6797(t) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Main Level Plan - Exstg./Demo. SCALE: IA" = r-0" NORTH A3.1 Michael Doyle Architects 0074 Sunset Drive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (t) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Main Level Plan - FAR SCALE: WV- F -O" rvoa,r A3.2 FAR B C D E Proposed Main Level Floor Plan /3120 s.f. enclosed living, 2224 existing, 896 new @ Iia" = V-0" Michael Doyle Architects 0074 sansct Drive Basalt, Colorado 81621 970 927.6796 (p) 970.927.6797 (i) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Main Level Plan - Proposed SCALE'. 1/4" - I'D" A3.2 Lower Level Floor Plan - FAR @ 1/4" =1'-0" ,/1625 s.£ enclosed living, 591 existing, 1034 new Michael Doyle Architects 0074 Sunset Drive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (f) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Lower Level Plan - FAR SCALE 114— 1-V NORTH A3.3 FAR ---------- ---------- --------- roposed roposed Lower Level Floor Plan Q 1/41'=1'-0" 1625 s.f. enclosed living, 591 existing, 1034 new Michael Doyle Architects 0074 Sunset Drive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (t) P Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Lower Level Plan - Proposed SCALE: 1/4' _: V-0" N!)RTH A3.3 I - I I I I this area shown in oblique clev. - sec — below and A4.2 - - I for true cicv. El E2 �E3) Y new ronfing to match existing I new siding to mach existing I I I Ij I line of new basemera walls below grade I I t is area shown in � true elev. olique clew. -see I Wow for true elev. JI -------J-----------------L-------------comae I I I - - / I I I I li this area shown in 1 1 South Elevation true cicv. - oblique elev. -see I J. true cicv. 2 above for true elev I I I I I I I I I I L - J - - - -- L----� �'�o------- ---------------- 91'-512" Michael Doyle Architects 0074 Sunset Drive Hasalt Colorado 81621 970.927.6796 (p) 970.927.6797 (t) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 South/West Exterior Elevations SCALE: 1W -1-0- A4.1 L --------- L ---------------------1--_L--------------- 9l' -S 1 1 West Elevation H G F D B A _ T91'-5 I/1" Michael Doyle Architects 0074 Sunset Drive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (t) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 West/North Exterior Elevations SCALE: U4' = F -O" A4.2 9 7 6 ---------- 4-----=--- -- 2 1 28' hgt. limit ` to roof midpoint ` Michael Doyle Archileols 0074 Sunset Drive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (1) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 East Exterior Elevation SCALE: 114" =1'-0' A4.3 !D) JB1 �.e=+ 91'-512^ 3 Section @ New Bedroom/Storage 0 ' ('5) yp. RxL W-112 Aawwbly: woodadina over bWa. peps / art inff ftaion baviaovor 2" rigid i.1. (R-10) mvr 1M ply abadtma ova 2 x 6 wal rmd. with (R-21) ben imul 12-gwb °;arm 91'-512" T 2 Sec y tion @ Tims Study/Rec. Room D Y '1'yp. auwx I Wall Awanbly: - imxlxW caoaate forret (R -Ry - see amotma for waorae apse 41; FEZ E3 Typ. C.Uha 2,U-- : -loofmwaahaxq.wa - fill layaofbmdh-- - 5/9'pbywood ova -max l2 twaawith (R-25) ixwladawwim d.—r 1wil. in as ufa npwe ra vmli%— - 1. tiai4 i wl (R-5) on underside ofjoiM t� axirtixa agliaht aoa 4 Section @ Existing House Michael Doyle Architects 0074 SunsctDrive Basalt, Colorado 81621 970.927.6796 (p) 970.927.6797 (t) Pevny Residence Remodel 2651 Juniper Hills Drive Pitkin County Colorado General Contractor G.N. Peters Construction Co. 5351 Road 100 Carbondale, CO 970-963-0899 Structural Engineer Patillo Associates Engineers, Inc. 715 Grand Ave. Glenwood Springs, CO 81602 970-945-9695 Building Permit Set 5-27-03 Bldg. Sections SCALE: 114- = 1'-0" A5.1 Pump out/ insnPrtinn nnrt 100 ft MAX [30.5 m MAX ] 3"[8] 0 MIN Vent See Note 2 6 MIN [15 MIN] Optional Effluent Pipe See note 10 10 MIN [26 MIN ] 18 MIN 46 MIN ] 16 MIN ❑ ORO 24 MIN [61 MIN] NOTES 1. Blower piping to FAST@ may not exceed 100 FT [30.5m] total length and use 4 elbows maximum. For distances greater than 100 FT [30.5m] - consult factory. Blower must be located above flood/standing water levels on a so id surface or concrete base 24" X 18" X 2" [61 X45.7X5cm] minimum. 2. Vent to be located above finish grade or higher to avoid infiltration. Cap with vent grate w/at least 7.1 sq in. [45.8 sq. cm] open surface area. Secure with stainless steel screws. or Run vent to desired location and cover opening with vent grate w/at least 7.1 sq in. [45.8 sq. cm] of open surface area. Secure with stainless steel screws. Vent piping must not allow excess moisture build up or back pressure. 3. All appurtenances to FASTO (e..g tank pump outs, etc.) must conform to all country, state, province, and local plumbing and electrical codes. The blower control system is provided by Bio-Microbics, Inc. 4. Optional blower control system by Bio-Microbics, Inc. 5. Fast@ module must be secured by bolting through straps, then lid is bolted to the tank. 6. No more than 4 FT [1.2 m] of fill may be placed over unit lid. 7. All inspection, viewing and pump out ports must be secured to prevent accidental or unauthorized access. 8. Tank, anchors, piping, conduit, blower housing pad and vents are provided by others. 9. All piping and ancillary equipment installed after FASTO must not impede or restrict free flow of effluent. 10. Effluent hole will accept a 3" SCH 40 PVC pipe which can be then inserted into the existing 4" Discharge pipe in the septic tank. The RetroFAST O provides vigorous aeration in a septic tank which reverses the clogging process in a drain field. If advanced treatment is desired, then the optional effluent pipe must be connected. 33.5 [85] THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2010 INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. 30 [76] DO NOT SCALE JNLESS NOTED DIMENSIONS ARE IN INCHES TOLERANCES CENTIMETERS] ± 0.02 IN/IN [± 0.05 CM/CM] Ib I SIZE NAME I DATE I A DRAWN CTC 5/5/2008 RetroFAST Unit to be installed in 500 gallon tank. TREATMENT UNIT L BlOwMICROBCSI L"', RetroFAST 0.375 DRAWING NUMBER RetroFAST@ 0.375 SHEET Remediation 1 OF 3 PF 12/18/2010 1 REVISED 2/18/2010 1 REV. INI-01-K