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Home My WebLink AboutOWTS Installation Observations 10.01.2023CBO Inc. 129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com October 1, 2023 Project No. C1672 Eric Conklin conklinwelding@gmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 1800 Black Diamond Mine Road Garfield County, Colorado OWTS Permit SEPT-7393 Eric, CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) on November 30, 2022 for the subject property. Tate Civil installed the system. The new OWTS design is based on 2-bedrooms. An average daily wastewater flow of 300 GPD will be used. The 4-inch diameter, SDR-35 sewer line exiting the residence has a double-sweep clean out and a minimum 2% grade to the septic tank. At the time of our inspection, there were two 90-degree angles before the septic tank; one just after the clean out and the other at the southeast corner of the residence. Both were replaced with two 45-degree angles after our inspection, and these were verified by you, the property owner (see photo below). The system installation included a 1000-gallon, two-compartment Valley Precast concrete septic tank with an Orenco® Biotube Pump Vault and an Orenco® PF3005 pump in the second compartment of the septic tank. The floats were set to dose approximately 70 gallons each pump cycle. The control panel for the pump is located within line of sight of the septic tank. Valley Precast out of Buena Vista performed start up of the pumping system. Effluent is pumped through a 1.5-inch diameter pump line to a level 1.5-inch diameter manifold. The manifold connects three laterals on a 12’ x 38.5’ bed. A minimum of 2-feet of sand filter material was installed in the over-excavated footprint. Laterals are 1.5-inches in diameter with 5/32-inch diameter orifices facing down, spaced 2.5-feet on center. Laterals used to disperse the effluent were surrounded by washed coarse screened gravel. Each 1.5-inch diameter lateral ends in a sweeping ell facing up with a ball valve for flushing. Valves were placed in a 10-inch sprinkler box for access. Laterals were covered by a soil separation fabric and at least 1-foot of topsoil or other suitable soil able to support vegetative growth. Inspection ports were placed at each corner of each bed. Ports were cut to grade and covered with a valve box for access. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. CBO Inc. should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent on the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS Slope of pipe Slope to sewer line Sewer line from house to septic tank (90s replaced with 45s) The 90 degree angle was removed Sewer line out of the residence 90 degree angle removed and replaced with 45s Sewer line from house Inlet sanitary tee Pump chamber Handle extensions added Effluent filter Pump Pump line to STA Customer PO:1800 black diamond Page:Page 1 of 2 11/23/22Inv Date: 1499368Invoice No: 14112Customer No: 2273 River Road Grand Junction, CO 81505 E-Mail N 102 MWD 130 L 319 1Email 28 Cheyln Rd Glenwood Springs CO 81601 Jonathan Tate Fairbanks Delivered To:1800 BLACK DIAMOND MINE ROAD 2273 River Road Grand Junction, CO 81505 (970) 243-4900 tate@tatecivil.com United Companies UM Matl Total Tax Total Haul Total Unit PriceQTYDateTicket#Product#Description Haul Rate Haul QTY Plant: 01065 Sievers Pit JOB # / PO # / 1800 black diamond MATERIAL:1 1/2" ROCK - CRUSHED 11/23/22 106571992 1 1/2" ROCK - CRUSHED 14.64 10.59 282.16TON12501 0.00 18.55 271.57 0.00 0.00 271.57 10.59 282.16Total :Material 1 1/2" ROCK - CRUSHED 0.00 14.64 MATERIAL:1/4" CONCRETE SAND - WASHED 11/23/22 106571985 1/4" CONCRETE SAND - WASHED 14.65 23.65 630.16TON14111 0.00 41.40 606.51 0.00 0.00 11/23/22 106571996 1/4" CONCRETE SAND - WASHED 13.89 22.43 597.48TON14111 0.00 41.40 575.05 0.00 0.00 1,181.56 46.08 1,227.64Total :Material 1/4" CONCRETE SAND - WASHED 0.00 28.54 MATERIAL:Environmental Fee (United) 11/23/22 106571985 Environmental Fee (United) 14.65 0.09 2.29TONUTDENVIRO 0.00 0.15 2.20 0.00 0.00 11/23/22 106571992 Environmental Fee (United) 14.64 0.09 2.29TONUTDENVIRO 0.00 0.15 2.20 0.00 0.00 11/23/22 106571996 Environmental Fee (United) 13.89 0.08 2.16TONUTDENVIRO 0.00 0.15 2.08 0.00 0.00 6.48 0.26 6.74Total :Material Environmental Fee (United) 0.00 43.18 MATERIAL:ENERGY SURCHARGE 11/23/22 106571985 ENERGY SURCHARGE 14.65 0.95 25.42EAUTDAGGESC 0.00 1.67 24.47 0.00 0.00 11/23/22 106571992 ENERGY SURCHARGE 14.64 0.95 25.40EAUTDAGGESC 0.00 1.67 24.45 0.00 0.00 11/23/22 106571996 ENERGY SURCHARGE 13.89 0.90 24.10EAUTDAGGESC 0.00 1.67 23.20 0.00 0.00 72.12 2.80 74.92Total :Material ENERGY SURCHARGE 0.00 43.18 1,591.46 59.73 0.00 1,531.73 129.54Total Invoice: Invoice Taxing Authority Summary: CO11 CO-Garfield County 3.9% 59.73 We Appreciate You and Your Business! *Effective July 1st, 2022 Colorado has instituted a fee of .27 cents for every load delivered* **Don't be the victim of cyber fraud! Our banking details will likely NEVER change. If you receive any correspondence requesting a change in our banking details, please contact us immediately** Customer PO:1800 black diamond Page:Page 2 of 2 11/23/22Inv Date: 1499368Invoice No: 14112Customer No: 2273 River Road Grand Junction, CO 81505 E-Mail N 102 MWD 130 L 319 1Email 28 Cheyln Rd Glenwood Springs CO 81601 Jonathan Tate Fairbanks Delivered To:1800 BLACK DIAMOND MINE ROAD 2273 River Road Grand Junction, CO 81505 (970) 243-4900 tate@tatecivil.com United Companies UM Matl Total Tax Total Haul Total Unit PriceQTYDateTicket#Product#Description Haul Rate Haul QTY Oldcastle SW Group Inc 2350 S 1900 W Ste. 200 Ogden, UT 84401 Due Date: Customer PO: Customer No: Date: Invoice #: Customer Name: Please provide your email address below if you would like to start receiving your invoices via email 12/23/22 1800 black diamond 11/23/22 1499368 Jonathan Tate Fairbanks 14112 Remit Payment To: Invoice Amount: Amount Paid: 1,591.46 If you have any questions about your invoice please call (970) 243-4900 Finance Charges will be applied to any late invoices at a rate of 1.5% per month per credit agreement or the State's Lawful Amount Product Specification ASTM C-33 14111 Sievers 1/4" Concrete Sand Plant 102_01065 Sievers 3/8" (9.5mm)100 #4 (4.75mm)99 #8 (2.36mm)92 #16 (1.18mm)74 #30 (.6mm)44 #50 (.3mm)15 #100 (.15mm)4 #200 (75µm)2.2 Pan 0.0 Product Quality Summary Report Period 01/01/2022 - 11/30/2022 1Page: ofCRH Americas Materials (AMAT)2StonemontQC11/30/2022 Product Quality Summary Report Period 01/01/2022 - 11/30/2022 Query Query Selections Date Created 11/30/2022 Date Range 01/01/2022 - 11/30/2022 Plant Sievers 2Page: ofCRH Americas Materials (AMAT)2StonemontQC11/30/2022 Garfield County Public Health 2014 Blake Ave. Glenwood Springs, CO 81601 Phone: (970) 945-6614 ext. 8150 For inspections, call: 970-945-6614 ext. 8150 and call the Design Engineer, if applicable Project Address: 1800 Black Diamond Mine Rd, Glenwood Springs, CO Parcel No.: _239509300010 Owner Name: Eric and Micah Conklin Owner Phone: (231) 629-6252 Designed By: CBO Septic Consulting, Inc. Designer Phone: (970) 309-5259 Number of Bedrooms: _2_ Minimum Tank Capacity: 1,000-gallon Minimum Absorption: 461.5 ft 2 OWTS PERMIT KEEP AVAILABLE AT PROJECT SITE Permit Number _SEPT-7393_______________________________ Permit Type X New X Repair X Remodel/addition X Tank only Issue Date _03/24/2022____________________ Expiration Date_03/24/2023_________________ Permit Conditions: This OWTS Permit is approved on the condition of compliance with the report and design as submitted by CBO Septic Consulting, Inc. dated October 17, 2021. Changes to the design and permit must be approved by Garfield County Public Health and the designer prior to construction. The new OWTS will serve a new, 2-bedroom Additional Dwelling Unit (ADU). The system will consist of a new, two-compartment 1,000-gallon septic tank set level with access to grade and a pump in the second chamber of the tank. Effluent will be pumped to a manifold set level to distribute effluent to 462 ft2 of STA. The new STA will consist of an over-excavated 2-feet deep unlined sand filter constructed with secondary sand and three distribution laterals. Distribution laterals are to be 1 ½ inch Schedule 40 PVC, with 5/32-inch orifices every 2.5-feet on center and the laterals ending in flushing valves at the distal end of the laterals. The orifices are to be facing downward and encased in clean, washed gravel. Inspection ports are to be installed at each corner of the bed. Maintain all setbacks and elevations as designed. Contact the designer and Garfield County Public Health at least 48 hours prior to requesting final inspection of the installed system prior to backfill. Agreement All installations must comply with all requirements of the Garfield County OWTS regulations including but not limited to the conditions specified above. In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location, construction, and erection of the proposed OWTS and associated structures for which this permit is granted. The applicant further agrees that if the above said regulations are not fully complied with in the zoning, location, erection, and construction of the above described OWTS and structure, the permit may then be revoked by notice from the Health Department and immediately become null and void. The issuance of a permit and specifications of terms and conditions therein will not constitute assumption of liability, nor create presumption that the local public health agency or its employees may be liable for the failure or malfunctioning of any system. Permit issuance will not constitute a certification that the system, the equipment used in the system, or any component used for system operation will ensure continuous compliance with the provision of the OWTS Act, the regulations adopted thereunder, or any terms and conditions of a permit. Permit Approval 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 Garfield 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 inspection of the system must be completed by GCPH before final approval of the system will be issued. 03/24/2022 Issued By: Garfield County Environmental Health Department Date 832‐R‐13‐002