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HomeMy WebLinkAboutPitkin.EH.246726100009 (2019) ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd· Aspen, CO · 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0023.2019.POWT Parcel ID #: 2467-261-00-009 Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): Galardi Group, LLC Property Address: 50 E River Ranch Rd Legal Description: Size of Lot: 56.35 Acres Detached Accessory Unit: YES NO Size of Building: 3120 Sq. Ft. Size of Accessory Unit: Sq. Ft. This system is designed to serve 5 bedrooms and a barn used by 3 people per day. Designed By: All Service Septic, LLC Project #: C1456 Dated: 8/18/19 Phone #: 970-309-5259 Mailing Address: Fax #: Email Address: Carla.Ostberg@gmail.com Perc Rate: .6 LTAR Profile Hole Depth: 7.5 Depth to Groundwater or Bedrock:  7.5 Minimum Tank Capacity: 1500 gallons Minimum Absorption Area: 1050 ft2 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. A new 1500 gallon tank will serve the 5 bedroom ADU and will flow to a 1000 gallon tank serving the barn. Each tank must have inlet and outlet tees in place, an effluent filter installed in the outlet tee, and risers accessible from grade. Distribution boxes will evenly split effluent to 6 gravelless chamber trenches. The distribution box must be accessible from grade. Each trench will consist of 15 chambers, observation ports must be installed at each end of each trench. Field area must be protected to prevent horses and other domestic animals from compacting the soils of the treatment area. Irrigation should be limited on the field area. 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 syst em 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. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. 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 before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Date: 9/24/19 Expires: 9/24/19 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: EH Bryan Daugherty, REHS 12/10/19 E & L Trucking, LLC Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Septic (OWTS) Construction/Repair Permit Application 1 message noreply@civicplus.com <noreply@civicplus.com>Wed, Aug 21, 2019 at 2:41 PM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Septic (OWTS) Construction/Repair Permit Application Job Parcel ID 2467-261-00-009 Physical Address 50 E River Ranch Road Pitkin County CO System Type OWTS (Septic) Type of Permit Existing System Repair Application Residences 2 Are these residences served by a single septic system (OWTS)? Yes Repair Type Complete System No. of Bedrooms 5 Lot Field not completed. Block Field not completed. Filing Field not completed. Subdivision M/B Lower River Road Is this a multi-family structure? No Lot Size 56.35 acre Living Area Square Footage 3120 (Section Break) Uploads Site Plan C1456 OWTS Deisgn Packet 8 18 19.pdf Building Floor Plans C1456 OWTS Deisgn Packet 8 18 19.pdf Septic Soil Report C1456 OWTS Deisgn Packet 8 18 19.pdf System Design C1456 OWTS Deisgn Packet 8 18 19.pdf Additional Reports, etc.Field not completed. (Section Break) Primary Contact Information Tank Only Permit Primary Contact First Name Randy Primary Contact Last Name (Or Company Name) Lake Primary Contact Email Address randy@janckilaconstruction.com Primary Contact Address 75 Buckskin Drive Primary Contact Phone Number 9703194335 Primary Contact City Carbondale Primary Contact State CO Primary Contact Zip 81623 (Section Break) Primary Contact Information (If other than Owner) Primary Contact is Owner?No Owner First Name Field not completed. Owner Last Name (Or Company Name) Galardi Group LLC Owner Email Address kwagstaff@galardigroup.com Owner Mailing Address 50 E River Ranch Road Owner City Snowmass Owner State CO Owner Zip 81654 Owner Phone Field not completed. Owner Fax Field not completed. Indicate Preferred Method of Payment Debit/Credit Card Payment Contact Email for Debit/Credit Payment Sarah@janckilaconstruction.com (Section Break) Designer Information Primary Contact is Designer?No Designer First Name Carla Designer Last Name Ostberg Designer Phone Number 970.309.5259 Designer Email Address carla.ostberg@gmail.com Designer Mailing Address 33 Four Wheel Drive Designer City Carbondale Designer State CO Designer Zip 81623 (Section Break) PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, the above information is complete and accurate, and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. Email not displaying correctly? View it in your browser. December 7, 2019 Project No. C1456 Galardi Development Group, LLC c/o Randy Lake randy@janckilaconstruction.com Onsite Wastewater Treatment System (OWTS) Installation Observations Additional Dwelling Unit (ADU) and Barn 50 E. River Ranch Road Pitkin County, Colorado OWTS Construction Permit 0023.2019.POWT Randy, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 9 and November 4, 2019 for the subject property. E&L Trucking installed the system. The setback from the well to the soil treatment area (STA) was verified as greater than 100-feet. The existing septic tank and existing STA were abandoned. The existing sewer line exiting the ADU was explored and a decision was made to replace the sewer line. A new , 4-inch diameter Schedule 40 sewer line was installed from the ADU to the new septic tank. A 1500-gallon, two-compartment poly Infiltrator® septic tank with an effluent filter on the outlet tee was installed. This filter must be cleaned annually, or as needed. A new 4-inch diameter SDR-35 sewer line with a double-sweep clean out was installed exiting the Barn. A 1000-gallon, two-compartment poly Infiltrator® septic tank with an effluent filter on the outlet tee was installed. This filter must be cleaned annually, or as needed. The sewer line from the ADU wyes into this sewer line exiting the Barn septic tank, prior to the distribution box. Effluent gravity flows to a distribution box which was accessible from grade and flow equalizers were installed on each outlet pipe in the distribution boxes to assure equal flow to each trench. Six gravelless chamber trenches were installed. Each trench consists of 15 ‘Quick 4’ Standard Plus Infiltrator® chambers for a total of 90 ‘Quick 4’ Standard Plus Infiltrator® chambers and 1080 square feet of infiltrative area. There was at least 4-feet of undisturbed soil between each trench. Inspection ports were installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. 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 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 12/7/19 Clean out near Barn distribution box (recommend additional riser) Distribution box Inspection ports / recommend sprinkler boxes installed over ports Lids of septic tank to grade outlet tee with filter / extension handle added later ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd· Aspen, CO · 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0023.2019.POWT Parcel ID #: 2467-261-00-009 Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): Galardi Group, LLC Property Address: 50 E River Ranch Rd Legal Description: Size of Lot: 56.35 Acres Detached Accessory Unit: YES NO Size of Building: 3120 Sq. Ft. Size of Accessory Unit: Sq. Ft. This system is designed to serve 5 bedrooms and a barn used by 3 people per day. Designed By: All Service Septic, LLC Project #: C1456 Dated: 8/18/19 Phone #: 970-309-5259 Mailing Address: Fax #: Email Address: Carla.Ostberg@gmail.com Perc Rate: .6 LTAR Profile Hole Depth: 7.5 Depth to Groundwater or Bedrock:  7.5 Minimum Tank Capacity: 1500 gallons Minimum Absorption Area: 1050 ft2 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. A new 1500 gallon tank will serve the 5 bedroom ADU and will flow to a 1000 gallon tank serving the barn. Each tank must have inlet and outlet tees in place, an effluent filter installed in the outlet tee, and risers accessible from grade. Distribution boxes will evenly split effluent to 6 gravelless chamber trenches. The distribution box must be accessible from grade. Each trench will consist of 15 chambers, observation ports must be installed at each end of each trench. Field area must be protected to prevent horses and other domestic animals from compacting the soils of the treatment area. Irrigation should be limited on the field area. 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 syst em 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. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. 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 before final approval of the system will be issued. Issued By: Bryan Daugherty, REHS Date: 9/24/19 Expires: 9/24/19 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: EH 832‐R‐13‐002 August 18, 2019 Project No. C1456 Randy Lake randy@janckilaconstruction.com Subsurface Investigation and Onsite Wastewater Treatment System Design Galardi Development Group, LLC Additional Dwelling Unit (ADU) and Barn 50 E. River Ranch Road Pitkin County, Colorado Randy, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The 56.35-acre property is located outside of Basalt, in an area where OW TSs and wells are necessary. The legal description of the property is as follows: Subdivision: M/B LOWER RIVER ROAD Tract: 70&71 Quarter: SW Section: 23 Township: 8 Range: 86 PARCEL LOCATED IN SEC 23 & 26-8-86 BGNNG AT AP1 OF TR 71 THEN S 00 DE 08'06"W 2784.29 FT ALNG LINE 1-8 OF TR 71 PROJECTED SLY TH N 74 DEG 25'43"W 960.00 FT TH N 2523.42 FT TO LINE 1-2 OF TR 71 TH N 89 DEG 48'20"E 931.35 FT ALNG LINE 1-2 TO POB Parcel ID: 2467-261-00-009 SITE CONDITIONS The property is currently developed with multiple residences. The OWTS serving the additional dwelling unit (ADU), described on the survey as a 2 ½ story frame house, and barn is experiencing problems. There is a desire to upgrade this OWTS. There are two wells on the property. One is located east of the “log house” and the other is located south of the barn, near the southern property boundary. The wells are located greater than 50-feet from the proposed septic tanks and greater than 100-feet from the proposed soil treatment area (STA). The sewer lines must be encased within 10-feet on each side of crossing a water line, see Encasement Detail (W3.0/5). Existing water lines will be difficult to locate. Efforts will be made to protect the water lines, where possible. The proposed STA slopes to the south toward the Roaring Fork River at less than 5%. The proposed area is covered with native grasses and is irrigated. We recommend discontinuing irrigation over the STA, once installed. SUBSURFACE The subsurface was investigated on June 28, 2109 by digging two soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg1 at the time of excavation. 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in Test Pit #1 consisted of reddish-brown sandy loam to 4.0-feet, underlain by moist, reddish-brown sandy loam to a maximum depth explored of 7.5-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were similar to those encountered in Test Pit #1. The test pit was explored to a maximum depth of 7.5-feet. No groundwater or bedrock was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was single-grain and consistence was loose. Soil texture was more gritty than smooth. STA sizing is based on Soil Type 2, Sandy Loam with moderate structure grade. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. Test Pit #1 Page 3 Sieved sample Test Pit #2 Backfill view of proposed STA Page 4 DESIGN SPECIFICATIONS Design Calculations: ADU = 5 bedrooms x 75 GPD x 2 people/bedroom = 750 GPD Barn = toilet, sink, shower with exercise room, use by 3 ppl/day = 150 GPD Design Flow = 900 GPD Septic Tank Capacity = min. 1500 gallons serving ADU and min. 1000-gallons serving Barn STA Calculations = 900 GPD / 0.6 gallons/SF (Soil Type 2) = 1500 SF 1500 SF x 1.0 (gravity trenches) x 0.7 (chambers) = 1050 SF 1050 SF / 12 SF/chamber = min. 88 ‘Quick 4’ Infiltrator® chambers For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (sewer line exiting the ADU). ALL SERVICE septic, LLC should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation CDU Tank Inlet Invert Min. 99’ Barn Tank Inlet Invert DETERMINED BY ELEVATION OF EXISTING SEWER LINE Elevations of additional components, including the distribution box and infiltrative area of the STA must achieve minimum fall criteria of 1% after the septic tank(s). A 4-inch diameter SDR-35 sewer line with a double-sweep clean out and minimum 2% fall to the septic tank must be installed exiting the ADU. A 1500-gallon, two-compartment poly Infiltrator® septic tank with an effluent filter on the outlet tee must be installed. A portion of this sewer line will likely run under or along the existing gravel drive. We recommend Schedule 40 sewer line be installed under any potential traffic area. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. A 4-inch diameter SDR-35 sewer line with a double-sweep clean out and minimum 2% fall to the septic tank must be installed exiting the Barn. The sewer line from the ADU will wye into this sewer line prior to the septic tank. A 1000-gallon, two-compartment poly Infiltrator® septic tank with an effluent filter on the outlet tee must be installed. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Concrete septic tanks may be substituted for the specified poly septic tanks. Effluent will gravity flow to a distribution box which will split the flow to two sections of the STA. Each section will be served by a distribution box and three gravelless chamber trenches, for a total of 6 chamber trenches. The distribution boxes must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution boxes to assure equal flow to each bed. Each trench will consist of 15 ‘Quick 4’ Standard Plus Infiltrator® chambers and 540 square feet of infiltrative area in each section, for a total of 90 ‘Quick 4’ Standard Plus Infiltrator® chambers and 1080 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench; however, we recommend increasing this separation to 6-feet. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. 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 Pitkin County Onsite Wastewater Treatment System Regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health Department, and this design. Page 5 PERMIT APPLICATION INSTRUCTIONS The application must be submitted electronically. Link to the Wastewater Treatment page: https://pitkincounty.com/248/Wastewater-Treatment Click “Septic (OWTS) Construction/Repair Permit Application” More information can be obtained from Pitkin County Environmental Health Department 970-920-5438 or 970-920-5076. 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 STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented 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 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, 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. Page 6 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 installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. lease call with questions. 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C Item 0 IM-1530-2CP 61 47" TOP VIEW 1530 Gallon Two Compartment Infiltrator@ Poly Tank 175.6" - 24" ACCESS PORT WITH LOCKING LID (3) „ BAFFLE 1 WALL 1 FIBSUPPORT ERGLASS BAFFLE SLOT 2I3 TOTAL VOL U3 TOTAL VOL SIDE VIEW • Compliant with CSA and IAPMO Standards • PVC risers available • Secondary safety screen available with PVC riser • Maximum burial depth is 48" • Minumum burial depth is 6" • Tank is not rated for vehicular traffic loading • Exterior of manhole cover includes the following warning: "DANGER DO NOT ENTER: POISON GASES" Digging Specs Invert I Dimensions 16' Long x 7' Wide Inlet Outlet Length FWidth Height 43" below inlet 47" 44" 175.lt" 54.5" INK TOP — HALF TANK INTERIOR ALIGNMENT - DOWEL (46) CONTINUOUS ELASTOMETRIC GASKET SEAM CLIP (86) TANK BOTTOM HALF S MID -HEIGHT SEAM SECTION DETAIL 61y TIIISIRI5 LIFTING STRAP (TYPICAL) 54.5" END VIEW 4VINFILTRATOR' septic tanks 10"10000* Net I Net Working Ca Weight 1 1st Comp. I 2nd Comp. 501 lbs. 1 1006 gal 1 503 gal 1 1509 gal Water & (719) 3954764 28005 Co. M. 317 Wastewater P.O. Banc 925 O VALLEY • systems wwwyBuem VIst% CO81211 *Products Fax: 19 395-3727 O PRECAST, Inc. • service O ee @valle m 1060 Gallon Two Compartment Infiltrator@ Poly Tank Item 0 1 M 1060-2CP W ACCIM OPENING • Compliant with CSA and IAPMO Standards • PVC risers available Secondary safety screen available with PVC riser • Maximum burial depth is 48" • Minumum burial depth is 6" • Tank is not rated for vehicular traffic loading • Exterior of manhole cover includes the following warning: "DANGER DO NOT ENTER: POISON GASES" Digging Specs I Invert SEAM CLIP (TYPICAL) LIFTING STRAP (TYPICAL) Dimensions Net Capacity 12' Long x 7' Wide Inlet Outletj Lengthl Width I Height 47" 44" 127" 62.2" 54.7" 1094 gal TANK TOP CONTINUOUS HALF GASKET TANK INTERIOR SEAM CLIP (64) ALIGNMENT DOWEL (34) TANK BOTTOM HALF Mid -Height Seam Section Tank includes lids 0 54.7 EXTERIOR HEIGHT 0 End View Weight INFILTRATOR' septic tanks 320 Ibs ��ir Ir - Water & (719) 3954784 28005 Co. Rid. 317 Wastewater P.O. Boot 925 • Systems Fax: (719) 395-3727 � Yam' CO 81211 O VALLEY .Products com VD] PRECAST, Inc. • Service �i ' O @valle Ostt com • 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 Item # Concrete Distribution Box DBox 8C (1 inlet, 7 outlets) & Riser Top View Section View 1 28" 14" 0 An Down Baffle 28" - �15"� 12" s 15" e a d 14" a a 1/2� d a Lid View End View Riser Section 1 28" d d O d d 4 2" a d � d d Gd Side View End View e 6000 PSI Concrete e 7 Outlet equal flow • Slide -in Baffle • 4" Pipe penetration ports • Connectors cast into the box • 12" Riser available Weight: D-Box with Baffle - 200 Ibs D-Box Lid - 75 Ibs D-Box Riser -140 Ibs Water & (719) 395-6764 28005 Co. Rd. 317 Wastewater P.O. Banc 925 I%r(DI VALLEY • Systems s Fax: (719) 395-3727 Buena Visa, CO 81211 PRECAST', IaC. •Service Website: www.valleypnecast.00m Email: frontdesk@valleyprecast.com 13.5 cm 14.4 THIS WEIR SHAf IS SELF LEVELIP MATERIAL - FILLED POLYPROPYLENE The Quick4® Plus Standard Chamber The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber can be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connection™ which permits turns up to 15-degrees, right or left. It is also available in four-foot lengths to provide optimal installation flexibility. The Quick4 Plus All-in-One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Maximum Strength APPROVED in _____________________________________________ Quick4 Plus™ Series Quick4 Plus All-in-One 12 Endcap Benefits: • May be used at the end of chamber row for an inlet/outlet or can be installed mid-trench • Mid-trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center-feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All-in-One Periscope Benefits: • Allows for raised invert installations • 180° directional inletting • 12” raised invert is ideal for serial applications Certified by the International Association of Plumbing and Mechanical Officials (IAPMO) Quick4 Plus Standard Chamber Specifications Size 34”W x 53”L x 12”H (864 mm x 1346 mm x 305 mm) Effective Length 48” (1219 mm) Louver Height 8” (203 mm) Storage Capacity 47 gal (178 L) Invert Height 0.6” (15 mm), 5.3” (135 mm), 8.0” (203 mm), 12.7” (323 mm) Quick4 Plus Standard Chamber Benefits: • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four-foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 lbs/axle with 12” of cover Contact Infiltrator Water Technologies’ Technical Services Department for assistance at 1-800-221-4436 4 Business Park Road P.O. Box 768 Old Saybrook, CT 06475 860-577-7000 • Fax 860-577-7001 1-800-221-4436 www.infiltratorwater.com U.S. Patents: 4,759,661; 5,017,041; 5,156,488; 5,336,017; 5,401,116; 5,401,459; 5,511,903; 5,716,163; 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer, Quick4, and SideWinder are registered trademarks of Infiltrator Water Technologies. Infiltrator is a registered trademark in France. Infiltrator Water Technologies is a registered trademark in Mexico. Contour, MicroLeaching, PolyTuff, ChamberSpacer, MultiPort, PosiLock, QuickCut, QuickPlay, SnapLock and StraightLock are trademarks of Infiltrator Water Technologies. PolyLok is a trademark of PolyLok, Inc. TUF-TITE is a registered trademark of TUF-TITE, INC. Ultra-Rib is a trademark of IPEX Inc. © 2013 Infiltrator Water Technologies, LLC. All rights reserved. Printed in U.S.A.PLUS05 0713 Quick4 Plus™ Series INFILTRATOR WATER TECHNOLOGIES STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, endcap and other accessory manufactured by Infiltrator (“Units”), when installed and operated in a leachfield of an onsite septic system in accordance with Infiltrator’s instructions, is warranted to the original purchaser (“Holder”) against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required by applicable law, the warranty period will begin upon the date that installation of the septic system commences. To exercise its warranty rights, Holder must notify Infiltrator in writing at its Corporate Headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infiltrator’s liability specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shall be void if any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, including loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instructions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting or improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty. Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party resulting from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator’s installation instructions. (d) No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the Standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator’s Corporate Headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should carefully read that warranty prior to the purchase of Units. Quick4 Plus Standard Chamber ___________________________________________________________________________________ Quick4 Plus All-in-One 12 Endcap ________________________________________________________________________________ Quick4 Plus All-in-One Periscope ________________________ EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" FRONT VIEW SIDE VIEW EFFECTIVE LENGTH48" 12" 34" QUICK4 PLUS ALL-IN-ONE PERISCOPE (360° SWIVEL) 12.7" INVERT PRESSURIZED PIPE DRILL POINTS LOCATIONS (2 PLACES) 33" 18" 8" INVERT 13" 6" 5"9" 50 E. River Ran ch Road Legend 200 ft N ➤➤ N Meanwhile Ranch CDU Floor Plans Entry Level Second Level Loft Level 1U OWN510N5 t 1 _ /rarate CAL*— fv Sq-, F<olap CEILINGS FALL BELOW 5 EEET AR C-AS NOT I NCLI.tDED Z MIDDLE LEVEL 1,067 SQ . FT. D r C�4Tz.ET4 f� , �-fOVkvE 2, j 20 ,SQZ FT. I-tPPER. LEVEL 42$ SQ . FT. LOWER LEVEL 1,222 SQ.. FT. TRUE DIMENSIONS P.O. BOX 10431 ASPEN COLORADO 81612 MEANWHILE RANCH CARETAKERS HOUSE � �A (970) 618 8351 Pion County, 1�1 19IMEN510N5 horde CaUd,— fu Sque Fw4a; EXERCISE P-oom '222 SQ . FT TRUE DIMENSIONS P.O. BOIL 10431 MEANWHILE RANCH ASPEN COLORADO 81612 P� Cutely CIL17Y Aepon, CO (970) 618-8351