HomeMy WebLinkAbout1679 Ruedi Creek Rd - 246901101001Work Classification:New CO AddressOwner Information Permit Status:Active Project Address 238736401001 Permit Type:OWTS Permit Permit NO.OWTS-8-15-13230 Expires:12/26/2015Issue Date:8/28/2015 Parcel No. 1679 Ruedi Creek(Subdivided ParcelA)Basalt, CO 81621- 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:(970)927-4212 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)309-5259All Service Septic, LLC Contractor(s)Phone Primary ContractorLicense Number SHAGS EXCAVATING (970)927-4110 Yes42-15 SHAGS EXCAVATING (970)927-4110 YesOWTS Installer and Cleaner License THOMAS GOLEC Permitted Construction / Details: Installation of the OWTS exactly as detailed in the All Service Septic, LLC design report stamped, signed and dated August 17, 2015 by Richard H. Petz, PE. System consists of a 1,250 gallon two compartment Valley Precast septic tank with Biotube effluent filter on the outlet tee and 750 square feet of soil treatment area(prior to adjustments for the use of chambers) via 45 Infiltrator Quick 4 chambers arranged in three shallow trenches with15 chambers in each trench; receiving equal amounts of effluent from a distribution box with Polylock flow equalizer. System is sized to serve a four bedroom residence. Do not install in wet weather or frozen soil conditions. Sewer line must be installed along with the cleanout for the future residence in order to allow the connection inspection to be performed during the building inspection process. If the sewer line is not installed at this time, an alteration OWTS permit will be required. Contact the design engineer to conduct all inspections necessary to certify the system and to prepare the as-built drawings. System certification along with as-builts and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO August 28, 2015 Date Customer Copy Ray Merry 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 May 22nd 2018 Mr. Thomas Golec 15401 Frying Pan Basalt, CO. 81621 RE: Final approval of the: Septic System Installation, OWTS- 8-15-13230 Property location: 1679 Ruedi Creek Rd. Parcel A (Subdivided), Eagle County area. Mr. Golec: This letter is to inform you that the above-referenced, OWTS-8-15-13230 permit, has been inspected and finalized. This permit was approved and sized to serve a 4 bedrooms residence, however, it is our understanding that the construction of this home is under pending status, and therefore, the status of this OWTS is final. An additional “Alteration” permit will be required for connecting a future home to this system as a sewer line was never constructed. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the soil treatment area can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay. Administrative Fiscal Tech IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager December 2, 2015 Project No. C1168 Tom Golec tomgolec@mac.com Onsite Wastewater Treatment System (OWTS) Installation Observations 4-Bedroom Residence Parcel A, Golec Subdivision Exemption Eagle County, Colorado OWTS Permit 8-15-13230 Tom, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on September 9, 2015 for the subject property. Shaggs Excavating installed the system. The installation included a new 1250-gallon, two-compartment Copeland Concrete septic tank with an effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. Effluent gravity flows from the septic tank to a plastic distribution box, which was accessible from grade. Speed levelers were installed to assure an equal rate of flow to each trench. The installer used Schedule 40 pipe to connect the distribution box to the trenches. Some large rocks were encountered during exaction. These rocks were removed from any area under piping and proper compaction and bedding was provided prior to backfill. The soil treatment area (STA) consists of three rows of 15 ‘Quick 4’ Infiltrator® chambers. There are at least 6-feet of undisturbed soil between each trench. Trenches were installed just below the topsoil layer, followed the contours, and remained as shallow as possible. Trenches were snaked, with angled contours, to best fit the topography; however, the bottom of the trench remained level. Inspection ports were installed at both the beginning and end of each trench. GPS Coordinates correspond with the enclosed record drawing: A N39023.684’ W106049.890’ B N39023.681’ W106049.900’ C N39023.686’ W106049.907’ D N39023.689’ W106049.899’ E N39023.689’ W106049.899’ F N39023.695’ W106049.910’ The sewer pipe from the proposed house to the septic tank is not yet installed. The line must have a double-sweep clean out within 5-feet of the house and a minimum fall of 2% (1/4” per foot), once installed. Prior to final inspection of the proposed residence, Eagle County Environmental Health must be contacted to include the installation of the sewer pipe under OWTS Permit 8-15-13230. 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 OW TS 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 of the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS Richard H. Petz, P.E. Inlet tee Outlet tee with effluent filter Pipe from septic tank to distribution box View of septic tank Mid-tank baffle hole Distribution box with speed levelers Pipe from distribution box enters top of end cap (splash plate below) Inspections ports were capped after this photo was taken. Piping from d-box to trenches Trench snaked (with angled contours) to fit topography Large rocks removed around chambers and not used for backfill. Work Classification:New CO AddressOwner Information Permit Status:Active Project Address 238736401001 Permit Type:OWTS Permit Permit NO.OWTS-8-15-13230 Expires:12/26/2015Issue Date:8/28/2015 Parcel No. 1679 Ruedi Creek(Subdivided ParcelA)Basalt, CO 81621- 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:(970)927-4212 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)309-5259All Service Septic, LLC Contractor(s)Phone Primary ContractorLicense Number SHAGS EXCAVATING (970)927-4110 Yes42-15 SHAGS EXCAVATING (970)927-4110 YesOWTS Installer and Cleaner License THOMAS GOLEC Permitted Construction / Details: Installation of the OWTS exactly as detailed in the All Service Septic, LLC design report stamped, signed and dated August 17, 2015 by Richard H. Petz, PE. System consists of a 1,250 gallon two compartment Valley Precast septic tank with Biotube effluent filter on the outlet tee and 750 square feet of soil treatment area(prior to adjustments for the use of chambers) via 45 Infiltrator Quick 4 chambers arranged in three shallow trenches with15 chambers in each trench; receiving equal amounts of effluent from a distribution box with Polylock flow equalizer. System is sized to serve a four bedroom residence. Do not install in wet weather or frozen soil conditions. Sewer line must be installed along with the cleanout for the future residence in order to allow the connection inspection to be performed during the building inspection process. If the sewer line is not installed at this time, an alteration OWTS permit will be required. Contact the design engineer to conduct all inspections necessary to certify the system and to prepare the as-built drawings. System certification along with as-builts and photos are required to be submitted to, and approved by, Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. Issued by: Environmental Health Department, Eagle County, CO August 28, 2015 Date Customer Copy Ray Merry 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 832‐R‐13‐002 August 17, 2015 Project No. C1168 Tom Golec tomgolec@mac.com Subsurface Investigation and Onsite Wastewater Treatment System Design 4-Bedroom Residence Parcel A, Golec Subdivision Exemption Eagle County, Colorado Tom, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Basalt, in an area where OW TSs and wells are necessary. The legal description of the property is Parcel A, Golec Subdivision Exemption. SITE CONDITIONS The property is currently undeveloped. A 4-bedroom, single-family residence is proposed. A private well has been drilled and is located in the northwest corner of the property. The proposed septic tank will be at least 50-feet from the well and the soil treatment area (STA) will be at least 100-feet from the well. The property slopes at approximately 5% to the southeast in the area of the proposed STA, toward Ruedi Creek. Ruedi Creek runs along the east property boundary and is at a significantly lower elevation than the proposed STA. The proposed STA is vegetated with native grasses and aspen trees. Page 2 SUBSURFACE The subsurface was investigated on August 4, 2015 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis of the soil was completed by Carla Ostberg at the time of excavation.1 The materials encountered in the Test Pit #1 consisted of dark brown, moist topsoil to 18-inches, underlain by reddish brown, moist loamy sand and cobbles to a maximum depth explored of 8.0-feet. The soils have a massive structure shape, a moderate structure grade, and friable consistence. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 are similar to the soils encountered in Test Pit #1. The excavation extended to a maximum depth explored of 7.0-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from approximate 2 to 3-feet below grade in Test Pit #1. The soils had a granular structure shape, moderate structure grade, and loose consistence. The sample formed a ball, but did not form a ribbon. STA sizing is based on Soil Type 1, Loamy Sand. A long term acceptance rate (LTAR) of 0.8 gallons per square foot, will be used to design the OWTS, in accordance with Table 10-1 Soil Type 1 presented in the Eagle County On-Site Wastewater Treatment System Regulations, adopted May 13, 2014. Test Pits observed August 4, 2015 Test Pit #1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Test Pit #2 DESIGN SPECIFICATIONS Chamber trenches were chosen for this design because there was adequate space on the property and trenches will work well with the topography. Gravity flow will be sufficient for this design as there is adequate elevation drop from the proposed residence to the tank and subsequently to the STA. The OWTS design is based on 4-bedrooms. An average daily wastewater flow of 600 GPD will be used. The system installation will include a 1250-gallon, two-compartment concrete septic tank with an effluent filter on the outlet tee. Design Calculations: Average Design Flow = 75 x 2 x 4 Bedrooms = 600 GPD LTAR = 0.8 GPD/SF 600 GPD / 0.8 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 525 SF Effluent will gravity flow from the septic tank to a distribution box, which must be accessible from grade. Flow levelers, or similar product, must be utilized to assure equal distribution to each trench. The STA will consist of three rows of 15 ‘Quick 4’ Infiltrator® chambers. There must be at least 6-feet of undisturbed soil between each trench. Inspection ports must be installed at both the beginning and end of each trench. Inspection ports may be cut to grade and covered with a valve box for access. Trenches should be installed just below the topsoil layer, following the contours and remaining as shallow as possible. There must be at least 1-foot of cover over the chambers and backfill must be free of large cobbles (3-inch minus). The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Eagle County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Eagle County Environmental Health Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be placed over the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented Page 4 and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Livestock should not graze on the STA. 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 STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. 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 OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. 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 OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 5 Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS WELL STA, RE: DETAILS PARCEL B RUEDI CREEKWHITE RIVER NATIONAL FOREST PARCEL A 100' M IN FUTURE HOUSE SITE GOLEC RESIDENCE PARCEL 'A' - GOLEC EXEMPTION PARCEL EAGLE COUNTY, COLORADO 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com GOLEC RESIDENCE PARCEL 'A' - GOLEC EXEMPTION PARCEL EAGLE COUNTY, COLORADO C1168 8.17.15 CBO RHP PDL W1 1 OF 6 N 0'50'100' 1" = 100' 1 PLAN VIEW - GOLEC RESIDENCE 1" = 100' 1 W2 THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 8/17/15 DESIGN 4-BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 4 BEDROOMS) WASTEWATER FLOW = 600 GALLONS TANK: 600 x 48 HOUR RETENTION TIME = MIN. 1200 GALLONS USE 1250-GALLON, TWO-COMPARTMENT TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAL/ SQ FT CALCULATED STA = Q/LTAR = 600 / 0.8 = 750 SF GRAVITY, TRENCHES = 750 SF X 1.0 = 750 SF CHAMBERS = 750 SF X 0.7 = 525 SF / 12 SF / CHAMBER = 44 CHAMBERS THREE GRAVELLESS CHAMBER TRENCHES 15 'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 45 'QUICK 4' CHAMBERS 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com GOLEC RESIDENCE PARCEL 'A' - GOLEC EXEMPTION PARCEL EAGLE COUNTY, COLORADO C1168 8.17.15 CBO RHP PDL W2 2 OF 6 1 ENLARGED PLAN VIEW - GOLEC RESIDENCE 1" = 40' N 0'20'40' 1" = 40' 1250 GALLON - 2 COMPARTMENT TANK W/ EFFLUENT FILTER FUTURE HOME SITE DOUBLE SWEEP CLEANOUT, 4" DIA. SDR 35 - MIN. 2% SLOPE TO TANK 4" DIA. SDR 35 - MIN. 1% SLOPE TO D-BOX STA, RE: DETAILS DISTRIBUTION BOX PARCEL A WELL 1 0 0 ' M IN . SPRINKLER VALVE BOX AT GRADE FINISHED GRADE ‘',$+2/('5,//(',1727:2 SIDES OF PIPE FOR VENTILATION (BELOW SLIP ON CAP) 4" DIA SDR-35 INSPECTION PIPE STA FILTER MEDIA SLIP-ON PVC CAP DO NOT GLUE 1 INSPECTION PORT DETAIL NTS ‘',$6'5 SEWER LINE INSULATED COPPER TRACER WIRE FINISHED GRADE SLIP-ON PVC CAP DO NOT GLUE TO TANK TO HOUSE 2 CLEAN OUT DETAIL NTS CONCRETE LID FINISHED GRADE BOX AND COVER BROUGHT TO GRADE BAFFLE OR ANGLED PIPE TO BE USED AT INLET OUTLETS DISTRIBUTION BOX 3 DISTRIBUTION BOX NTS 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com GOLEC RESIDENCE PARCEL 'A' - GOLEC EXEMPTION PARCEL EAGLE COUNTY, COLORADO C1168 8.17.15 CBO RHP PDL W3 3 OF 6 4" PVC PIPE CUT TO FIT SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY USE HOLE SAW TO CUT THRU TOP OF END PLATE COMPACT SOIL BASE TO SUPPORT BOX 4 CHAMBER DETAILS W/ COVER BOX NTS 4" PVC OBSERVATION PIPE 52" 48" (EFFECTIVE LENGTH)12"34"16"INFILTRATOR (R) QUICK4 (TM) CUT SHEET LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE 5 INFILTRATOR CHAMBER DETAILS NTS 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com GOLEC RESIDENCE PARCEL 'A' - GOLEC EXEMPTION PARCEL EAGLE COUNTY, COLORADO C1168 8.17.15 CBO RHP PDL W4 4 OF 6 6 'STA' PLAN VIEW DETAIL NTS 7 STA SECTION VIEW - SECTION 'A' NTS DISTRIBUTION BOX 60' (15 CHAMBERS, TYP) INSPECTION PORT IN CHAMBER END CAP AT BEGINNING AND END OF EACH TRENCH 72" MIN 2' MIN4' MAX1'-4" TYP 72"MININSPECTION PORT IN CHAMBER END CAP AT BEGINNING AND END OF EACH TRENCH QUICK4 (TM) END CAPS INFILTRATOR (R) QUICK (TM) CHAMBERS, 3' X 4' 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com GOLEC RESIDENCE PARCEL 'A' - GOLEC EXEMPTION PARCEL EAGLE COUNTY, COLORADO C1168 8.17.15 CBO RHP PDL W5 5 OF 6 0 10 1 2 3 4 5 6 7 9 8 SOIL PROFILE TEST PIT NO. 1 REDDISH BROWN, MOIST LOAMY SAND 12-18" DARK BROWN, MOIST TOPSOIL SOIL PROFILE TEST PIT NO. 2 LEGEND TOP SOIL LOAMY SANDDEPTH - FEET8 SOILS LOG NTS NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION 12-18" DARK BROWN, MOIST TOPSOIL REDDISH BROWN, MOIST LOAMY SAND 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com GOLEC RESIDENCE PARCEL 'A' - GOLEC EXEMPTION PARCEL EAGLE COUNTY, COLORADO C1168 8.17.15 CBO RHP PDL W6 6 OF 6 • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT