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OWTS Design Report 02.13.2020
til?Y'1'I(' ('()\Ni'I:PI\(: February 13, 2020 33 FOUR WHEEL DRIVE ROAD CARBONDALE, CO 81 623 970.309.5259 CARLA.OSTBERG@GMAI L. COM Ron Speaker c/o Darren Gallegos darrengallegos@hotmail.com Onsite Wastewater Treatment System Design (Modification) Detached Accessory Out -Building (Auxiliary Use to Main House) 421 Ponderosa Pines Way Garfield County, Colorado Ron, Project No. C1498 CBO Inc. has completed a modification to the existing onsite wastewater treatment system (OWTS) design serving the property. The 4.06 -acre property is located outside of Carbondale, in an area where OWTSs are necessary. Legal Description: Section: 36 Township: 7 Range: 88 Subdivision: MAYFLY BEND RANCH SUB. Lot: 2 Parcel ID: 2393-362-20-002 SITE CONDITIONS The property is developed with a 4 -bedroom Main House and a detached Barn with plumbing fixtures. Both structures are currently served by an existing OWTS. Garfield County Individual Sewage Disposal System Permit 4188 documents this system. The permit received final approval from Garfield County on July 26, 2007. The system is divided between the Barn and the Main House. Only the portion of the system serving the Main House is addressed in this design modification. The existing OWTS serving the Main House consists of a 1500 -gallon, two-compartment concrete septic tank followed by a concrete pump chamber with an Orenco® Biotube Pump Vault and PF2005 pump. Effluent is pumped to the soil treatment area (STA) via a 1.25" diameter Schedule 40 pump line. An Orenco® Automatic Distribution Valve (ADV) 4605 distributes effluent to 5 rows of 9 BioDiffuser chambers on 2 -feet of sand filter material. Two-inch diameter laterals include 1/4" orifices, 24" on center. A detached Accessory Out -Building with a toilet and sink is proposed. The Accessory Out Building is an auxiliary use to the Main House and therefore, no additional capacity is required. DESIGN MODIFICATION A new 4 -inch diameter SDR -35 sewer line must be installed from the Detached Accessory Out -Building to the inlet side knock -out of the existing 1500 -gallon, two-compartment concrete septic tank serving the Main House. The sewer line must have a minimum 2% slope. At the time of a preliminary site investigation, it was discovered that the pump chamber was at a higher elevation than the primary 1500 -gallon septic tank, with 42" from grade to top of 1500 -gallon tank and only 36" from grade to top of pump chamber, with minimal slope on this portion of the property. With this information, we recommend abandoning the existing pump chamber and replacing it with a new pump Page 2 chamber set at a lower elevation to accommodate proper minimum 1% fall from the primary 1500 -gallon septic tank to the pump chamber. For the purposes of this OWTS design, Benchmark Elevation at grade 100' has been established as the ground level on the inlet side of the primary 1500 -gallon septic tank serving the main house. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert 95.5' Pump Tank Inlet Pipe 95' (6" drop accommodating elevation difference to outlet of 1500 -gallon tank and an approx. 15' distance from primary tank to dosing tank) Automatic Distributing Valve / Distribution Box 103' (existing) Infiltrative Surface 102' (existing) The existing 500 -gallon concrete pump chamber should be pumped and the top, sides, and bottom collapsed, and the void filled with onsite soils for proper abandonment. A new, 500 -gallon, concrete pump chamber must be installed. The existing pumping system may be relocated into the new pump chamber. The area is prone to a high groundwater table. The septic tank must be anchored with Deadmen. Water -tight risers must be installed to bring access to grade. A new, 1.5 -inch diameter Schedule 40 pump line must be installed around the proposed Accessory Out - Building. The new pump line must have a minimum 113/0 grade for drain back after each pump cycle. We recommend replacing the existing Model 4605 ADV with a Model 6606 ADV. The ADV must be at the same elevation as the existing, which is at the high point of the system. The new ADV will be plumbed into each existing lateral. The existing pump is a PF2005 pump. With the existing parameters in the STA, there are two issues: 1. The STA cannot be pressured with a'/2 horse -power pump given 2 -inch diameter laterals with i/4" orifices spaced 2' on center, and 2. Dosing, rather than pressure dosing, can be utilized, but the PF2005 pump does not perform within its optimal range. We have provided both pump curves for DOSING to the existing STA. The pump requires 10 gallons per minute (GPM) and 13.4 feet total dynamic head (TDH). While both a PF2005 pump and PF3005 pump achieves the minimum requirements, we recommend replacing the existing PF2005 pump with a PF3005 pump as it will perform within its optimal range. Pump Table Dose Range Max = 142 gal. (525 GPD x 25% + 11 gallons drain back) Min. 51 gal. (10 gal x 4) + 11 gal drain back Dose Setting 60 gallons/dose 11 gallons drain back (106' / 1.5" diameter pump line) Float Separation 500 Valley Precast concrete pump chamber 6" on/off float separation Pump Criteria 10 gallons per minute (GPM) 13.4 feet total dynamic head (TDH) Page 3 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 Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. 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. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. 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 irrigation 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 the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. 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. Page 4 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. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. 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. Please call with questions. Sincerely, CBO Inc. ogo-,(e, ov-,bAs Reviewed By: Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE Pump Selection for a Non -Pressurized System - Single Family Residence Project Speaker Residence / 421 Ponderosa Pines Way Parameters Discharge Assembly Size 1.25 inches Transport Length Before Valve 106 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model 6605 Transport Length After Valve 5 feet Transport Pipe Class 40 Transport Pipe Size 1.50 inches Max Elevation Lift 8 feet Design Flow Rate 10 gpm Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Transport Velocity Before Valve Transport Velocity After Valve Frictional Head Losses 300 250 1.6 fps 1.6 fps 200 LL Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes Vol of Transport Line Before Valve Vol of Transport Line After Valve Minimum Pump Requirements 0.7 feet Z 0.7 feet 0 3.9 feet 0.0 feet 0.0feet 150 0.0 feet �y 2 11.2 gals 0 0.5 gals Design Flow Rate 10.0 gpm Total Dynamic Head 13.4 feet e r s!! M 3 MMEMMEMMEMO 100 50 !i1=a111111111111111111111111111111111 11111111111111111111111111111 111111111 11111111111111111111111111111 111111111 1111111111111111111111111111111111111111 1111111111111111111111111111111111111111 1111111111111111111111111111111111111111 =M111111111111111111111111111111111111 11111118111111111111111111111111111111 1111111111111111111111111111111111111111 !1111111111111111111111111111111111111 :iiIC=QII1111111111111111111111111111111 1111111111111111111113111111111111111111 1111111111111111111111111111011111111111 1111111111111111111111161111111111111111 1111111111111111111111111311110111111111 !11111111111111111111:1111111111111111 1111111111111111111111111111111111111111 11111111111111111111111111111111111111111 1111111111111111111111111 I 1/111111 111111 111111111111111111111111111111111111111111 1111111111111111111111111111111111111111 1111111111111111111111111111111111111111 1111111111111111111111111111111111111111 111111111111111111111111111111 11 I 1 I 111111111111111111111111111111111.r 1111111111111111111111!il111111 11I1 !■■!■lA1111111111111111iiuIlI 11111111111111111 00 PumpData 5 10 15 20 25 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz, 200V 30 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, 1 HP 230V 10 60Hz, 200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 10 60Hz, 200/230/460V 30 60Hz Legend 30 35 Systei urve: Punlpcurve: Pump OptimaLliange: Operatil Point: 40 Pump Selection for a Non -Pressurized System - Single Family Residence Project Speaker Residence / 421 Ponderosa Pines Way Parameters Discharge Assembly Size 1.25 inches Transport Length Before Valve 106 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Model 6605 Transport Length After Valve 5 feet Transport Pipe Class 40 Transport Pipe Size 1.50 inches Max Elevation Lift 8 feet Design Flow Rate 10 gpm Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Transport Velocity Before Valve Transport Velocity After Valve Frictional Head Losses 1.6 fps 1.6 fps Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss through Flowmeter 'Add-on' Friction Losses Pipe Volumes 0.7 feet 0.7 feet 3.9 feet 0.0 feet 0.0 feet 0.0 feet Vol of Transport Line Before Valve Vol of Transport Line After Valve Minimum Pump Requirements 11.2 gals 0.5 gals Design Flow Rate 10.0 gpm Total Dynamic Head 13.4 feet & r S ' e IJ d Total Dynamic Head, TDH 1Feet] 350 300 250 200 150 100 50 iiigiMME MEM MEM MERMEN MMEMMOMMEMMEMMEMMEMMEMMEMMEMMI ICM C:::i�.C::::::� IC::� IC::: IMMEMMEMEMMEMEMMEMMEMMEMEMMEMM ............................. MEMMEMMEMMEMMENNEMMEMMEMMEMMI KEITEMMEMMEMMEMMENNEMMEMMEMEMMI IEEMEMMEMMEMMEMEMEMMEMMEMMEMMI IC:1I1IC11::::::::11IC:::IC::: ..... ..... ..... .......... ...., MERMEN ■■■■■ 10.11■■■INI■■■■■■■I ■■■■■■■■■■■■■■■■N ■■■ON==■■■ •...•=MEM MEMME: This article may describe design criteria that was in effect at the time the article was written. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing Valve Assemblies For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk 0 to seat against the valve bottom 4. The opening 4 in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem 0 houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam O. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. Figure 1: 6000 Series Valve Orenco Systems Incorporated 1-800-348-9843 NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 1 of 6 Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high -head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High -head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems", Inc. Page 2 of 6 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series Equation Operating Range (gpm) V4400A HL = 0.085 x Q1•45 10 - 40 V4600A HL = 0.085 x Q1.58 10 - 25 V6400A HL = 0.0045 x Q2 + 3.5 x (1 - e 0.06Q) 15 - 70 V6600A HL=0.0049xQ2+5.5x(1-e0•1Q) 15-70 Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 0 V6600A 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube® Pump Vaults — when properly sized and installed — provide the necessary protection to prevent valve malfunction. The Biotube® pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems Inc. Page 3 of 6 Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Dosing Tank Transport Line Distributing Valve Assembly Discharge Laterals Figure 4: Ideal valve location NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 4 of 6 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Pressure Release Line if h>2'-0" Discharge Laterals Dosing Tank Transport Line Check Valves if h>2'-0" Distributing Valve Assembly Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems`, Inc. Page 5 of 6 SOLUTION 3: SOLUTION 4: SOLUTION 5: SOLUTION 6: 2. PROBLEM: CAUSE: SOLUTION 1: SOLUTION 2: SOLUTION 3: 3. PROBLEM: CAUSE: SOLUTION 1: SOLUTION 2: CAUSE: SOLUTION 1: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. Water comes out of all the valve outlets Stem and disk assembly not seating properly on valve outlet. Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. Valve skips outlets or zones Pumping into an empty transport line — especially downhill — may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. Keep the transport line full. If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. The stem and disk assembly is being advanced past the desired outlet. Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 6 of 6 Distributing Valves Submittal Ella Sheet Applications Automatic Distributing Valve Assemblies are used to pressurim multiple mine distribution systems including textile filters, sand filters and drainfields. coupling distributing valve union ■■i 041 tk mitr gra Bottom View Specifications Side View General oNpars o Orenco Systems® Incorporated 1-800-348-9843 Orenco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six -line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube® Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP -VA -1) for more information. Standard Models V4402A, V4403A,V4404A,V4605A,V46O A,V6402A,V6403A, V6404A, V6605A, V6606A. Nomenclature V A Indicates assembly Number of active outlets Model series: 44 = 4400 series (2-4 outlets) 46 = 4600 series (5-6 outlets) 64 = 6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) Distributing valve Materials of Construction All Fittings: Unions: Ball Valve: Clear Pipe: V4X)O( Distributing Valves: WOO( Distributing Valves: Sch. 40 PvCper ASTM specification Sch. 83 PvCper ASTM specification Sch. 40 PvCper ASTM specification Sch. 40 PvCper ASTM specification 1 igh-strength noncorrosive ABS polymer and stainless steel 1 igh-strength noncorrosive ABS polymer, stainless steel, and die cast rrletal NSU -SF -VA -1 Rev. 3.0, ® 4/03 Page 1 of 2 Distributing Valves (continued) Head Loss Through Assembly (ft.) 35 30 25 20 15 10 5 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (ft.) Min. Enclosure V44(QA 1.25 1.25 10- 40 170 VB1217 V44034 1.25 1.25 10-4) 170 VB1217 V4401A 1.25 125 10-40 170 VB1217 V46054 1.25 1.3 10- 25 170 F+2418 V46064 1.25 1.25 10- 25 170 F+2418 V6402A 1.5 1.5 15-100 345 F+2418 V64034 1.5 1.5 15-100 345 F+2418 V6401A 1.5 1.5 15-100 345 F+2418 V66054 1.5 1.5 15-100 345 F+2418 V66064 1.5 1.5 15-100 345 F+2418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 .0..; peon{ anua ieegM anod £C 0 oJ 0 F C) 86171.0 :JagwnN loafoad G)� m -0 Q= C7 0- o c o = 0) g O m o N 0_ o.< CD 0) CD CD N 0. CD 0 CD 080 :i q pau6lsaa O CD Z dO f laagS O r0 m0 z me Z D - —1O 0z p o 1.)=1 W = (n 0 z NI a3sn 381sfW SONIMVIO 2:I3dVd „LI• X ..I• I• NO ONI1NI Jd HOd 031VOS S133HS pr_Ir(n-1 000== El 0mOOm DDzD2r z�(n-Iza mzczDD (ACnmQ)m5_ (1DDDm0 2 r U Z Z 0mrm0 100-�0 m c -oc)z1 O CO c)Dxxm� O1CRWZ 0m( -)DCO „m(m z Z - O p K ° > -t1 p m z 0- - 0-I O m X _0m00 Ori mm —�=mm �00�p m< _<— OD��Cnm xzm C0 DmCn7)mm —W Corm z0 cm((i)-< T Z 0 NV1d 311S 1N3W3VS3 1N3Wd013A3a 3dVOSONV1 3d013AN3 ONIa1If18� G PONDEROSA WA Y A PANES WAY 0 -0 0 v �v o cr o m ccoa CD o °' c4m �cDo o co.,c8oa 0 o corn w pend anua 13811M a1103 EE 0 0 F C) 86171.0 :JagwnN loafoad M CD m 0 o 2) a CD o " C 0 o N CD `n CcD fl_ v CD N 7 0 0 080 :i q pau6lsaa Z 30 Z laauS N O 3ON3OIS3H E� o zo oD m D cQ ID m c D �'./ r ca 0 '�1-� Om z m /Dm 0 x m -I xim m m m = m 0 r m > z 0 c T z co 909913OOW naV M3N HIIM �m Ox 7) mz DO 1 Do <y mF O z N n 0 m D 3D m z H 0 z 3NI-1 H3M3S Via .P M3N z2 zCO mD n r =m m c z 0 CO CO m 20.0' O c r --C m r1 n 0 0 r aZ �m r 2 m O X z_, m -I o > z m0 o DO xiD c,ZC W o 0 D D m > 0 m X r z m 909P 13aOIN nab' ONIISIX3 30V1d321 3A110V NIVW321 01 VIS ONIISIX3 D 0 �cn .2:1381/WHO dWfld NO11V9-009 M3N 3D 0 m 3D r z m Item # 500T-1 CP -HH 500 Gallon Top Seam - 1 CP with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 23.4 ft2 • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • Control Panel to be mounted in sight line of tank • 4' Maximum bury depth ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" 1'-0" 4'-0" 2'-0" 4'-0" 3'-0" 4'-0" DRY 4'-0" *Service contracts available for maintenance.* 58" TANK ID Top View Wires to Panel Flexible Boot 68" 56" 4 1 3" /24" Minimum Height nick Disconnect all valve Alternate /�Dlscharge Height 73" 52" 73" 54" Section View Pump: • Lowers TSS and improves effluent quality to field • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Capacity Net Weight 7' Long x 7' Wide 56" below inlet Inlet 56" Outlet 54"or73" Length 58" Width 58" Min. Hgt. 92" Lid Tank Total 522 gals 1,340 lbs 4,100 lbs 5,640 lbs O VALLEY O PRECAST, Inc. Buena Vista, Colorado Phone: 719-395-6764 Fax: 719-395-3727 Website: www.valleyprecastcom Email: frontdesk©valleyprecastcom Item # DM Tank Deadman (Anti Buoyancy) Top View Section View 24" 12" Turnbuckle on one side to tighten cable before installation (Supplied by Others) Tank Installation NOTE: Please refer to Buoyancy Engineering for each tank for correct number of deadmen needed. - 24" - 4 ° O 4 °Q ° 4 ° a 4 ° 44 23" - Optional Installation • #4 Rebar Lifting Eye • 6000 psi concrete • 600 Ibs • Cable is not provided ° 44 Suggested Installation: Two 3/s' Cables (Not provided) ° A e • ° V0O VALLEY PRECAST, Inc. Buena Vista, Colorado Phone: 719-395-6764 Fax: 719-395-3727 Website: www.valleyprecastcom Email: frontdesk©valleyprecastcom Double Walled PVC Riser & Lid Options Poly Lid (Static load tested to 5000 lbs) • Skid resistance surface • Available in green • Highest level of UV Protection included • Includes a foam gasket for airtight and watertight applications • Includes square drive screws to discourage unauthorized entry • Insulation panels achieve R-10 insulation rating 2" of Insulation Standard C Orenco ® DuraFiber'" Access Lids (FLD) Not recommended for vehicular traffic j 24" and 30" Diameters • Solid, resin -infused fiberglass construction C, • 20,000 -Ib breaking strength D • Standard green or brown colors d • Available with or without urethane lid gasket • Available with carbon filtration • 4 stainless steel flathead socket cap screws & hex D key wrench • Insulated lids available - 2" or 4" C) C Double Walled PVC Riser • Available in 24" and 30" Diameter • Cut to length • Sold in +1- 2" increments • Must be cut between ribs Water &(719) 3954764 28005 Rd. 317 Wastewater P.O. Box 925 1FVALLEY • P�u� Fax: (719) 395-3727 Buena Vela, CO 81211 PRECAST, Inc. • Service we� ©valle �stcom 421 Ponderosa Pines Way i - ='s Legend 421 Ponderosa Pines Way • 1 • • J 4 • w $ .q • CGarfield County Garfield County Land Explorer Garfield County, Colorado kin 'l Garfield County Land Explorer Printed by Web User 1 inch = 376 feet 1 inch = 0.07 miles 0.05 0.1 0.2 Miles Garfield County Garfield County Colorado www.garfield-county.com Colorado Disclaimer This is a compilation of records as they appear in the Garfield County Offices affecting the area shown. This drawing is to be used only for reference purposes and the County is not responsible for any inaccuracies herein contained. © Copyright Garfield County, Colorado 1 All Rights Reserved Printed: 2/13/2020 at 2:13:40 PM th -1- 5- bcc3 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name System Location qc ,T Permit 418 8 Assessor's Parcel No. This does not constitute a building or use permit. ( 4]t) Present Address HD C 1 e' hone y c:39-�,\Ra r a C �. Cra, Sgoct- as\ Legal Description of Assessor's Parcel No SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector b nIybh f- b/ciid" -- ee 7f2 (u J RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in }ail or both). White - APPLICANT Yellow - DEPARTMENT OWNER INDIVIDUAL SEWAGE DISPOSAL SYS IEM APPLICATION ADDRESS kr) (_..L are t'AOi`A4 ``PHONE :3 c>3 r' l C CONTRACTOR �''r� ") '`,1®- `? ADDRESS 17 U. c--Dxca ..., 1 F cp6 o PHONE1 /i:i 9 8 ` c -19 (_`A_.` ,;,,; s PERMIT REQUEST FOR () NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town CA-,, 6-7)A1 f241- Size of Lot "0 '36- ,. / Legal Description or Address \,,/u 1 # v=' '0 ;,N) f �-} WASTES TYPE: DWELLING ° ( `•'��d �s ( ) TRANSIENT USE t'' `-)( t)t 4 4 A rU ac..� ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER— DESCRIBE BUILDING OR SERVICE TYPE: t LS Number of Bedrooms 4 F UJ Number of Persons (Garbage Grinder ( Automatic Washer (shwasher SOURCE AND TYPE OF WATER SUPPLY: ( LL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: o,,•t Was an effort made to connect to the Community System? `t 0 A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course: Septic System (septic tank & disposal field) to Property Lines: 100 feet 50 feet 50 feet 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table 1 D Percent Ground Slope `s'� TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION UNDERGROUND DISPERSAL ( ) SAND FILTER ABOVE GROUND DISPERSAL ( ) WAS I'EWATER POND OTHER -DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ICI PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. Name, address and telephone of RPE who made soil absorption tests: P4 (0 R-3 v4 L -L , P, „Boy- C� ) (4 xc- 4 t 1) 6. `01 -- / o c i Name, address and telephone of RPE responsible for design of the system: P4 L► I 0 E <-> r) � P -uE t 2-3 170 `(, Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed 6'W Date ,.J 141 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! TIMB]ERL lid J ENGINE STRUCTURAL/CIVIL ENGINEERING • CONTRACTING NG ♦CEI 117ll11llblD ENE July 26, 2007 Garfield County Building Department virrA Rk,6 '36 4'—`l*-Z� 108 8th St. #401 Glenwood Springs, CO 81601 Re: ISDS Installation Speaker Residence, Building Permit #9977 Lot 2, Mayfly Bend Subdivision Carbondale, CO Dear Building Official: Gil 'DESIGN OIFESSIIONAIL. The installation of the ISDS system for the above project has been completed and has been installed in accordance with applicable county specifications. An as -built of the system will be provided as soon as possible. If you have any questions, please call me at 963-9869. Sincerely, T�A(IBERLINE GINEERINgk David A. Powell, PE ^" ` ` 1r24Cri..Q Reg. No. 25851 g' 1 `� r 1 RECEIVED JUL 2 6 2007 GARFIELD COUNTY BUILDING & PLANNING P.O. I OX 631 C I'd 11\1. ONDAILIE, CO. 8 F623 9006 696 OL6 PHONE 970 963 9869 / FAX 970 2uiJaauT2u3 autl..taquutl 111* d.17:20 LO 92 InC S. 5. SYSTEM DESCRIPTION PcS SYS.7 War 1101RACC114P 0 PRONSANTMOATS.OE SID AN ASSONITDP OATS. 04400155 TO E74,140 FSP APPROWALTER OYER A SAND FILTER 11PE RICH VHOL PROP OPUAPS PURCHASE OAS SYSTEM HAS ONE PUMP FAP T0E HSOSE A ONE PUMP FM 111E BARN. BOTH 001E OCHER EFFLUENT 10 SPARAIE MFRS 41 IHC LEAN SETA THE 5EPIK 4NN11 11 PU715 CHAMBER ARE 05THIED w SERIES. ONE TAN/(@ 11110 POOP 044044510 FOR EACH 11 SONG THE NAST (Itw CUUPARILTf 15) TCR SETIl140 ANO THE SECOND SAYE COMPAR1NE14r) F04 0 Puu7&c aALTRON THE VERISM Off YAH 1404 01512AI IS 05 Fr NNW THE POMP TO TNF ORD AND 0151590 0144 011/414 EFFLUENT IS 1AANSFTERE0 TR. THE PIMPING 00051&10 TO 1151RfRUHON VALVE AND uulrsotn INK In 041 0STRlgu1001ATERA5 - SEC PLAN E. PIPE WES THE 1451/400010 LATERALS 0 8E An -ACED 0 TNF OMR. 00 CF 1111040D07.••-9. THE LATERAL 015117050101 PIPES HAVE 1/4' W HOLES AT 24 INCHES 0C THE 415/40 PM 151' 111/1% MINIMUM GP -NEPAL INSTALLATION PROCE1IIRES 5. ROPE OFF THE 511E 0 P0115011 MAKE TO THE AREA DURING 00150 CONSTRUCTION 4CMTY O0 THE LOT. vERETEAR TRAFFIC OVER TK AREA SHOED BE FROR1T111 0 AMID 51501 LOMPAG01k1. 2. 5TAXE WT ROUND PERIlE1ER AND OED IN 111E PR1Qi 0004TARON A5 000511, 1 CLOT AND BROW ANY (41053VE 4414 745174 1REf5 SHOW BE KT AT GROOM) SURFACE ANO THE STUMPS LEFT Pi PLACE 4. 1100111141010450? AREA 51I.2100E WIN 540310E 5(51. 5210111LN0 IS NOT RECGRUER0ED OECAN.5E M RIE D AMAGE IT 00E5 50 THE 50,1 STRUCTURE LLNIRALTG1 10 MIME 5019 4 50111414 urnrys1s In BORER FAP APPROVAL PR1R 0 PURCHASE. P UCE INE 4140 ERE OVER DIE 54501 AREA KEEP IRUFRS 0`T THE ROUGHENED AREA 00401 IHC TNT INTO PLACE FraTec A SNAIL TRACK TYNE TRACTOR ORA A BLADE 054 A LARGE 40144/41 OH ENDOW REACH TO AC[OAI0WAH 1440 5OO10001 OF RUE SAND Nos LAA N., 50x0 00Ptx 1s 2 1101 6. [04410051 SAIL) 00E5 54444 040041 MATERIAL AND 510(0 THE SAND TO SETTLE AND C1WS0IDATE 016111 THE Sao BMD AND INSTALL 5140101 (4 ANO 4KSRCRHROT PIPING PER 009445490 011040MEMDA4IOR5 a 0.96i ANTIS IN THE 1A1ERA1 STSIRB tm' Rook PEx sm.:To[AROD, RI TUN. 9 1N5TA1L RIF 441005544.1. AND LATERAL 050114014041 WW2 Al RIE CRONY PER 11444011,.- REL-00015DARLNS. 40. 0004FO0 111 LATERAE 14396B0RON PIPES TO THE EIFLHEHT 401400 RI PTFE FROM 154E PIMP. 11. DAMNS BETWEEN 219011Nsers 00 10060 w' ANO COMP0ES 50450 SOP15. IZ PRONOE FCR FROST PROOCnov DY 0/5101/446 40500 i AROU410 5911]0 AH0 6110011 NNE OR PROVOS 441ER4MTE PROTECTION Mm W311A110V 1.3 PROYNE 91025 ABOVE THE SEID TO INVERT WATER Flwl5 MGN° 154E 4-2E0U If. PLANT NATIVE GLASSES 00011 THE ENTIRE 5050'0 4101.155 004 OE PUNTED MOUND RIE BASE 100 UP HSE 90E SLOPES 505105 5440010 5E 00IEYNAI Mu51URE 414400454441)441000)404101 S./ICE PL111ERR PAY BECOPE LVET 50010 EARLY SPRING AND LATE FALL PE050405 04 TLP OF THE 050140 SHIMS PE WIC/COT 4OERANL AS TRE UPPER 701114 4 OF 144E WOUND GAN HOPE ORE O 0110 RUE SOWER. A CALCULATIONS - SAND PI TER/MOUND 4. PERCOLATION RAZE = I-2 M% AVG (HP SCOTCH ,50 ,T Ice 0543) /LOW RATE 00011 - ( 4 4(0400us x 2 x 25) = 000 LALLLH5 PLR DAY FL00 RATE BARB . 4 44150505 s 50 DA0/N1PSE/OAY = 200 GMP • 01404EN 511N 0 4.4 OPO/PERSON • 4 PERSONS = 17.6 G90 11 1.10410. 0154 GOD/PERSON • 4 PEA50540 = 351 CP0 + 19001 21.0 WO/PERSON 14 POISONS ., 912 110 OESO4 SAW MOUSE = 500 N 1.50 - 900 GPO DENTGN NSW DARN = 351 r 4,50 = 520 0'O ?UFAL DEEM FLOW = 1426 CFD RENIREA SEPTIC TANK CAP444441 5111445E = 125 5 900 = 125 GALLONS RFL290 SEPTIC TANK CAPAp43 BARN = 1.20 0 52s = 7X9 GABLos =9 5. DASV. AREA 10701 REMELT45=(500/5)•21/2 = 2555E 50000 A A = 951 S1 6. 705Ory/150 00;4 RE4ARED O 101501 0EY01 TION = 900 GPD SAND EILIER RAZE SP 0.95 GAL/SF/DAT 40501101* 011E1 0E705054 = 900/095 = 948 1 U5E 18-2- 0 520-5" Rec4AN44A6 ABSOW00Y AREA = 9511 5 LSE CWC (4) - 1,400 GALLON TWO-romPARIUEHI TANK USE 0140 (4) - /,000 GALLOM IMO-rnuPAlTLTNE TALAR MASAL AREA MANN REWIRED A=(524/5)•21/2 = 149 SF PH5NOED A = 8620 551 8 4041'I/014 AREA REWIRED DAM OMEN FLOW = 526 Cfll SAND FILTER RAW O' 095 CAE/SF/00 0BS017504 AREA 01011IRED = 524/095 = 051 SF USE l4' -2-M 33'-2" RECTA NGUIM A05O4PTNN AREA = 620 B CONCRETE SEPTIC TANS (ONLEDR 411585E rE ONE FOR Bdg42 1. 154E - 5500 GALT. 4WD 100945T0EN4 DISCRETE' 5FPRc TANK FOR HWS, 6 ONE - L004 GALLON 114-471170R1uwt cW1 SP441 TANK FOP BARN. 2THE TANKS SHALL DE LOCATED Al /FAST FIVE HETI AWAY TRW 1.1E *54051. 3. USE RTSE00 TO WPM 144E SEP., TANK ACO6s o5N111 6' OF 0901 CRAM 4. RIE INLET INVERT 91014 BE AT LEAST 3 INCHES NIGHER THAN INF OUTLET INI1R1. 5. 111E 95VANCE ROO THE CURVE ANENT TO 111E 01115055E OF ME TARN 101 STALL BF A11FA5r la INCHES G RIE 04004 TEE OR BATTLE SHALL EYIENP 07015 111E 5015151E OF DIE LIMO TO W INN ONE INCH 11 THE UNO£R4DE OF THE TANN 10' AND 541400 EXTEND AT LE091 14 soma 6E700 THE 00174 01014, T. 0114± 0EP1H MUST 01 A HNNMuu SP .lo 4414815 AND 544E 00024 5E1,1) 91411101 MED WE TANN I01n5 OR 50 INCHES, ?49CHEYER IS LESS & MA145754 OF LORD FROM NNE FIRST COPPART/01T TO INE SFCTn9 91000 1 PADS ATA 111100 DEPTH 9' A4 LE454 14 INCHES &FLOW 144E CAITIFF ROM; Our Nor w RIF 91m ZONE 9. Al 22451 ONE 4c105 440 LESS MAIN 20 INCHES ACROSS MALL BE (000010 DN EACH O5PARTMENT. ICI A. MATERIALS IN51A11An044 MUCOUS AND SEl5A0.0 REOxtEM1NTs 94011 co05T AGO CANFIELD COUNTY INI4NWAL SEWAGE 045P05AL SYSTEM OEGRA0Ios 2. 3. 6. C, PUMP CHAMBERS NNE FOR KNEE & ONE Foil BARN) RIE 110100 0040040 515 ME SECOND TANK BOLD (60 1155 5151E+4 - SEE PIAN FOR 501103 A SPED. 5STATIA410Y IS 101013154 1(55 THE PUMP INSTALLATION. at PIP SPECS FOR VELARS SNAIL SE WATERTIGHT 0 PRE0500 112 EN1IAME O' GROUND AMO AIRFACE WATER. 51410 NAVE A MA4I0OF OR INSPECTION PORT MIN A UMW, MUSES M 20 INLNES 411F TIP OF INE MANHOLE 55105 SHALL EXTEND CHOW 101 FINISHED CNAOE 415050410011100515 MAY RE0RE /FAN MITE To MANIIFA4RURL 4 &O714 ' 0.01_ FGR BARN 04 P FOR HW 2 8176800 e/0188E LUMP PACKAGE 1111 8E REWIRED FSH EACH 515411 - SEE PLL/ FOR 911 A 70CAL INSINT 0101 IS O7.10 10017 O PIPE A 5UPP111 970 163 5110 94011 HAVE A MANHOLE OR MSPE0ROO PORT MP, A *4141600 &ALDER OF 20 0401E5 541E TIP 0' 111E MANHOLE RYAS 91011 5411.'0 ABM THE 905051 12+00€ ALL MARRIALS AND 0.15111110131. PRACD45 SHALL C014P7011TH MAN 410740ER5' 1110916010050']0 F DUMP SETTINGS SE PUMP SPECS FON POMP .SETTINGS ON -OF FLOAT 0B1ER4N1AL 10 BF 48. 110 T. PIPING 1 41ERE PLASTIC PPE ANO 4110055 ME USED, ME PROW WALL 110f5E35 01 540E PIPE 9AA1L FAYE01165 TD ASTM STANDARD 3014, 90033 M EW4VA10041 ALL PRESSURE PIPE TO DE 5510.41 2. ALL WASTEWATER ONES STALL IN 514110 04111 OE COMPATIBLE PMS. 551401110 012114 AHO ETTNGS 3. 144E APE FROM TIE 001031NCE 0 144E TANK M?S5 RE w4TALIID AS FOLLOWS DIP POPE MOST RE INSTALLED SIR4NM4r 5 A11FA10ENT AND GRADE IFA pi.. w AWO11141 0e 04015E IS NECESSARY.. CEANOUT BLL BE REOARED AT THE 040109E DIE TATBUI 151001 OF THE PIPE MUST DE 51/8' PER FO04. 144E MAk14I GRADE IS 1/4' PEN root A MNNMUM OF 1 01044400101001001 IHS4ALLES AT THE L CARCH WHERE DNF SPF 1100145 THE 51_90[/4401. 111E 0E0N05r 0551 51 LOCATED 541110 110 TELT DF 011 RESIDENCE DIC PPE SHALL BE A NN4I SP 4' w 5041010-- 4. THE 100/4941511? PIPE /0110 THE 00000 TANK 0 Rif 1100 SHALL RF 515044/01 40 Doc 11P8 - SSC PIAN EOR 901E THe L4110L 5011240050] PIPES (AE MAN TLLR 920) 4190E NNE R109Hu,r a SHALL HAUS I/4' HOES DRUID AS SPECK -AK IN PIAN. 6. PIE LA40033 951111@01101 DYES SHALL 41.10.41 A HAA). OF HOLES PER RUN AS 511050 00 SAN. 2. BETWEEN THE ENO 440015, THE 1/4 0450 MIR w INS u1ERAC 05RIOUNON PIPES SHALT DE GIIEN444100 10 1 04/00[ A 51 O'0)0(0 ALTERNATELY. R. THE END HOES IN 451NIO141ON PIPE 91011 DE 01NrA100 501±410045 0 4400141E IWAw0q 0' ENE PIPE AFR11 005112 TALL SPLASH PLATES I NVER END HOES 9. THE 9STSTR 10145 PPE STALE LY FASTENS. To RE 0.905,.. ISP 05 ECOMMENOES BY 111E MAN04AC102110 5r ��'0-0n1sb1, LAu,asT erNEGTO TP. FGfgPRRN•Farm. UWT 1001 50)11147 DIE g,ryna l45 ( F0 1 Z' WE Y 9BEWANGIN OI LW A 2' DEF° (141,` SAO4 LATERAL M Tp NAS k 201 {• ALTFR 4441 HUE 1(4RPHS AT It AMO TAL 0�04.490A C �R174105 r ALTL LATERALS. 1510 TOTAENO L OF Egli oIEAAL MP PR'S l CTIon PORTS AT FACN 4110) pr EACH RIpy 0.ro 1415001 RPE Rs«ANE 5g •42_ •Ls sa 1!"01' DE SMIB-10t.f .. , 1•540 MUM 4 • W *4114., 1- - 010E005 PIMP BRSTALL NPE P CXA r; �r WATpRWpF • ,sERS TO SNI x:'�^-'E:2.T 4,25• oISEIFAR(E ASSEIIBL W , r L5g0 GALLON WATFAPRoIp• IXM7WEfE„�iAANL r _ _ Argo !U F. slq 'r6.4�r'=r • yap - 4 Aft, 40, b.* 1 012" olitz*Z. 't to fil OP 4 4.***,; 5514.044.41 IID ITE -46 li 4 I)* i k $# p144fr 1 IpII, • 2• INS 0 1' 502 MTQ'ERF207. - HOU& BARR (AREA p AREA 1• 2' ANSf01DU2py u42474co °45-1442o IPflD'LF Pli _ 1045 417,4 um)",,,E 944 5 r,•11L 54D q`B +'MAN lEaw,j WD rB ! ,EDch- ma 2' 1)El 1( Etcry H0t,,oAE.rj 0, A.,.;04,4_1, L 9AH,4_1, Q0O'C ( rAT 11 (aTWA( A F �a'YEAM9N Air4 2 R m,PrppAd44 ,112 51 7.2P41 (100 PEE. R R 10-70T,AIL4 C'D 44E10 C 1919 rI 44.4 ELK. OF POND 6.000 GAIJPN T COMPART111451. CONCRETE TANK. INSTALL W47ERPH00F PIPE 'Noma KLA AND WA14601041 MANHOLE 4154405 TO STOW 50 00WAIER ERM *1 MHG TANK ONE GRAPHIC SCALE { IN F'E171 1 1440 = 90 001 UBLIC RD P❑NDER❑S PINES WAY D: G DioDIf1Mso5 1. 144E 40001r3r ws1410110 SHAH. CONEY 1110 MN00FACILIRERS RECO1MEH040O15 2 INSTALL w5PEC0015 PORTS AT RE ENO 1 EA04 0501 N. SAND_QLTER 005444430104 r0 PRONOE SAND GRADATION 0/4014455 TO £1254110 100 AWNRuvA1 RAGS 10 PURM1 E. IHS 4050 01011 BE I0EM, (154441 SAND, ALL PASSING A SFREEI HAVING 4 MESHES l0 THE NCH. INE SANG SHALL HAVE AH 4FEG0IE S2E 0E7MEEH .25 AND 6 114urv4TR („50} THC 0NRG1404 CO.RE5091r 5000 RF 4.0 97 ICss 444E SAND SHALL 131 AT (FAST R11 FEET DEEP 051085 541E 4b8111.xrs LITE 540'0 SHALL FXTEN0 2' 0110/00 THE 4050 111144[ 0,m4RSs•s THE Snip 2551 RF 1x151000410 000RED 90 1EDWN41 1EF011E THE MOW fusers ARE RACK, 04E 105 OF THE SAND BED SNAIL RE 6111 I 0551640 I. 41950/4 C0015N0 THE 0N014 45., UM) 0010 0 021440014 PEPIN 01 1 FOOT AT EDGES 501 OEOAJL 0ECRSP5 A AND R 2. INC ORAE SLOPE 00 THE MWNO 00040111 SNAIL BE N0 01EANER RAN 31 (511:15). 3. r0110 0 B•011104= 011041E110011915 FOR 444+001 1111541100405 J. GENERAL ALL 00105015, 115512114900 70ACROs 010 5114810 0101150 4 5 SMALL Gg1PLY WD1 54.41101➢ 10041111 111/40041 SEWAGE 95/05041 11 54Eu REOIAR00111 K. SETBACKS . Mflt 5`1512/ = 1041 • b • 1420 - 191)/101 = 035' 91m OTSEL 5D' + 8' • 0426 - 1100)/100 = 55' NOTE.' WATERLINE CROSSINGS REQUIRE THAT THE 00)10(210 WATER OR WASTEWATER PIPE RE ENCASED FOR AT LEAST TEN (10) FEET OE EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (10) PET. PIPE OF SCHEDULE 44) RATING OR BETTER MUST RF USED, OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER ANO COMPLETELY ENCASE THE UNE RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATER -TIGHT FASHION TO THE ENOS OI- THE ENCASEMENT PIPE. RULE MUST UE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF TILE ROD CAP 50 THAT THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDOWS MUST BE SEALED 451111 AN APPROVED UNDERGROUND SEALANT COMPATIBLE W1TN THE PIPING USED. 17 NOME -E.9 CONCRETE PUMP CHAMBER W ORENCO 8107119E 145455! Pvllp05 System for 0444 Weal. AppBGalions NEI TO SO.10 ent 1 Ic. 5040 gliVOITHEW SEPTIC TANK DETAIL. .. li7l1,1 �l 'L 41 SLOW MCAWl001 r° 5ro 410 5, •� .,. -�IASPUKi U. LAO LISIMAN rsoll••ST 6E r". �m.•.a• xD• a.t1Em•Nf Om4Oft15*55* MLT446 01 +191 - �qa1� •InMY-Mo LIE . ryMF [M W0 IDL K1xI5101WYumnmA 1°1iaiT maNTA m Ya1E roo 6.uR. 9 w1. fGca,••-,tl.a N free HwO. I Fl Homo tDIW WR 94[446•4' 51N11.4 • 0.-161 TAP VGA. -Lor �� '�7'„Qya:"IIL1LO1ggE1'il)1EI�fq(1/IgEMllgl�llgf�qE11T1111'410 1fER�1'Mg4ELIIN!{1®�IIrijsI 4 051 05 III1l4%I1IEEHRRE0 I 9ET0 T1 ,5 A-.-::�..1 •HN(L 41091 RANO CRUPlOP R 410atom. Y551413w 10lm51.E 4r FAH Nil SECTION A =SG WAN NO NAAR 40505 INNA IESTINF .0sosurdi TIMMY al 1111 raR T•9 s� PROW, •ax MINI Flaw oab4 OU SRO NO PACHATAFT 4EAm I41,41/ •SIO IF rw xuam TAA• IAartuAR IDIOM A Ip 5145 UI.. EAR on IF 99 x[11.0 1910 04• OSTIBLRYI NANATTO •B-TaLN 15.4 4DRr MM 40.4 DDK'IKDC007 WORM ILL 1/410O51. V NOT MING 009•0061.0 IMMENSE THIS DRAWING SHOWS ALL E)(IS11NS WELLS HATH1N SETBACK DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, PITCHES, SLOPES OF GREATER THAN 15X, WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION (IRRIGATION) UNE5, DRINKING WATER (25150(1 , 0001/4 TILES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FL000PLA1NS, 05000WAY5, DRY GULCHES, OR EX/STING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN 5EIBAL55. AnAa u 0' EW1 CIxa44 r M4Y LA6RL Y .11211.01- 11-000%48 4 �tOmt 1604 540 W 0440 81" AVID MEW DOM 05448411 045055 m f4ADalo1M mi NISI sue AIT P.m• =.1(5 TINT OW, DDTIP 409410 b re NO Lafflt 154.4N A59w moo 19.9i NTS P.MBKOIr'•A�, m1 1 FT WNW SMA DIET gyyylr I,,a STiEm ta9m • •WSW•To TO- ME 11x1 rm stD= m189Hn1 .0I•nn • ¢-Im44 S ••L 34115411 A,FR 041050 f�1•C 41 LpFE TCP CR WWO - I0(0 ELEM. MO OM 119/4 LHIo QI �6LI9rC oRblKutnA1 145511 OATH 41 WIPE _ D -,l' S�Ma,. 116AD 4x4.1 2)14/4. �� 5 l 7Afl7N. . !--'- 5EE(PLAN FOR 5200510 54111 SECTION 8 Nis •/Wo- TING L •4,W roar. m0 A16IH1l1MAK 815'181 HAI 08x1 1* 5.04 IOAI M *PMAIM0414011 PM EmuNT .L9• DISMIAZ N ZANIK 0171 DE PPP A. Ann DAP OM a DMR AA• NTAPOi llarclw R9.AO4N R hLs-. 040191 0* .61,99-01 Pmell DRAWN BY DA J DATE 05/15/07 REVISIONS 05/15/07 Chonge to concrete pump Chamber SCALE AS SHOWN J DRAWING INDMDUAL ATMEN TRET SYSTEM PLAN SPECIFICATTONS &DETA1 S SHEET C 1 EM DESCRIP TIQN _M 15 AN ABSORPTION CHAMBER OVER A SAND FILTER TYPE 1!}fICH 15 DOSED WITH PUMPS. 3F?TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PRO1R TO PURCHASE. Jit HAS ONE PUMP FOR THE HOUSE & ONE PUMP FOR THE BARN, BOTH 41'4LL DELIVER EFFLUENT TO SEPARATE AREAS OF THE LEACH FIELD. TANK& PUMP CHAMBER ARE INSTALLED IN SERIES, ONE TANK & ONE PUMP CHAMBER FOR EACH BULLRING. (IWC) COMPARTMENTS) FOR SETTLING AND THE SECOND (ONE COMPARTMENT) FOR A PUMPING CHAMBER. ;AL RISE FOR EACH SYSTEM IS ±6 FT FROM THE PUMP TO THE FIELD AND DISTRIBUTION PIPING.. IS TRANSFERRED FROM THE PUMPING CHAMBER TO A DISTRIBUTION VALVE AND MANIFOLD THEN TO THE 7N LATERALS -- SEE PLAN FOR PIPE SIZES. THE DISTRIBUTION LATERALS TO BE A'T'TACHED TO THE INTERIOR TOP 'Diffusers. THE LATERAL DISTRIBUTION PIPES HAVE 1/4" 0 HOLES AT 24 INCHES OC. THE SAND BED 15 2' THICK MINIMUM. RAL INSTAiLA TION PROCEDURES OFF THE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTION ACTIVITY ON THE LOT. ;UL4R TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOIL COMPACTION. E OUT MOUND PERIMETER AND BED IN THE PROPER ORIENTATION AS SHOWN. AND REMOVE ANY EXCESSIVE VEGETATION. TREES SHOULD BE CUT AT GROUND SURFACE AND THE STUMPS IN PLACE TEEN THE BASAL AREA SURFACE IMTH BACKHOE TEETH. ROTOTILLENG IS NOT RECOMMENDED BECAUSE OF THE AGE iT DOES TO THE SOIL STRUCTURE. 'RACTOR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PRO1R TO PURCHASE. E THE SAND FILL OVER THE BASAL AREA. KEEP TRUCKS OFF THE ROUGHENED AREA. MOVE THE FILL INTO PLACE A SMALL TRACK TYPE TRACTOR WITH A BLADE OR A LARGE BACKHOE WITH ENOUGH REACH ID ACCOMMODATE THE NSIONS OF THE SAND BED. MINIMUM SAND DEPTH IS 2 FEET. 'AIN SAND EDGES WITH BACKFILL MATERIAL AND FLOOD THE SAND TO SETTLE AND CONSOLIDATE L THE SAND BED AND INSTALL BioDiffusers AND DISTRIBUTION PIPING PER BioDiffuser RECOMMENDATIONS . HOLES IN THE LATERAL DISTRIBUTION PIPING PER SPECIFICATIONS IN PLAN. ALL THE BioDiffusers AND LATERAL DISTRIBUTION PIPING AT THE CROWN PER BioDiffuser RECOMMENDATIONS. FOLD THE LATERAL DISTRIBUTION PIPES TO THE EFFLUENT TRANSPORT PIPE FROM THE PUMP. FILL BETWEEN BioDiffusers BY "WALKING LN" AND COMPLETE MOUND SLOPES, IDE FOR FROST PROTECTION BY ADEQUATE BACKFILL AROUND PIPING AND EFFLUENT LINE OR PROVIDE RNA TE PROTECTION WITH INSULA TION. IDEDITCHES ABOVE THE FIELD TO DIVERT WATER FLOWS AROUND THE FIELD. IT NATIVE GRASSES OVER THE ENTIRE MOUND. SHRUBS CAN BE PLANTED AROUND THE BASE AND UP THE SIDE SLOPES. IBS SHOULD BE SOMEWHAT MOISTURE TOLERANT SINCE DOWNSLOPE PERIMETER MAY BECOME WET DURING EARLY NG AND LATE FALL. PLANTINGS ON TOP OF THE MOUND SHOULD 6E DROUGHT TOLERANT, AS THE UPPER PORTION HE MOUND CAN BECOME DRY DURING THE SUMMER. CALCULA TIONS - SAND FILTER/MOUND COLATION RATE = 1-2 MPI AVG. (HP GEOTECH JOB if 106 0593) W RATE HOUSE _ ( 4 BEDROOMS X 2 X 75) = 600 GALLONS PER DAY W RATE BARN ft= 4 HORSES x 50 GAL/HORSE/DAY - 200 GPD + KITCHEN SINK 0 4.4 GPD/PERSON ► 4 PERSONS = 77.6 GPD + LAVATORY 0 8.4 GPD/PERSON • 4 PERSONS = 33.6 GPD + TOILET 24.8 GPO/PERSON * 4 PERSONS = 99.2 GPD TOTAL BARNLIW = 30.4 GPD GN FLOW HOUSE = 600 x 1.50 = 900 GPD 3IGN FLOW BARN = 351 x 1.50 = 526 GPO TOTAT 0E51GN FLOW = 1426 GPO 'JIRED SEPTIC TANK CAPACITY HOUSE = 1.25 x 900 = 1125 GALLONS => USE ONE (1) - 1.500 GALLON TWO-COIIPARTIENT TAMC JIBED SEPTIC TANK CAPACITY BARN = 1.25 X 526 = 789 GALLONS => USE ONE (1) - 1,000 GALLON TWO-COIIAPARTI. NT TAM( 4L AREA HOUSE REQUIRED A = ( 900 / 5 ) ' 2"1/2 = 255 SF PROVIDED A = 957 SF DRAWN AREA REQUIRED 0 HOUSE: DESIGN FLOW = 900 GPD SAND FILTER RATE OF 0.95 GAL/SF/DAY ABSORPTION AREA REQUIRED = 900/0.95 = 948 SF USE 18'-2' X 52'-B" RECTANGULAR ABSORPTION AREA = 957 SF 7. BASAL AREA BARN REOUIRED A = ( 526 / 5) ' 2"1/2 = 149 SF PROVIDED A = 620 SF 8. ABSORPTION AREA REQUIRED BARN: DESIGN FLOW = 526 GPD SAND FILTER RATE OF 0.95 GAL/SF/DAY ABSORPTION AREA REQUIRED = 526/0,95 = 554 SF USE 18'-2"' X 33'-2" RECTANGULAR ABSORPTION AREA = 620 SF 'QNCRETE SEPTIC TANKS ONE FOR HOUSE & ONE FOR BARN) - 1500 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK FOR HOUSE, E - 1,000 GALLON TWO-COMPARTMENT CONC. SEPTIC TAMC FOR BARN. BANKS SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE BUILDING. MISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6' OF FINAL GRADE. NLET INVERT SHALL BE AT LEAST 3 INCHES HIGHER THAN THE OUTLET INVERT )ISTANCE FROM THE OUTLET INVERT 70 THE UNDERSIDE OF THE TANK TOP SHALL BE AT LEAST 70 INCHES. )UTLET TEE OR BAFFLE SHALL EXTEND ABOVE THE SURFACE OF THE LIQUID TO WITHIN ONE INCH OF INDERSIDE OF THE TANK TOP AND SHALL EXTEND AT LEAST 74 INCHES BELOW THE OUTLET INVERT. I DEPTH MUST BE A MINIMUM OF .30 INCHES AND THE MAXIMUM DEPTH SHALL NOT EXCEED TANK LENGTH OR 60 INCHES, WHICHEVER 15 LESS. TRANSFER OF LIQUID FROM THE FIRST COMPARTMENT TO THE SECOND SHALL BE MADE AT A LIQUID I OF AT LEAST 14 INCHES BELOW THE OUTLET INVERT, BUT NOT IN THE SLUDGE ZONE. 'AST ONE ACCESS NO LESS THAN 20 INCHES ACROSS SHALL BE PROVIDED IN EACH COMPARTMENT. IATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH ELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. PUMP CHAMBERS (ONE FDR HOUSE (k ONE FOR BARN) PUMPING CHAMBER 15 THE SECOND TANK REO'D FOR THIS SYSTEM - SEE PLAN FOR SPECS. 'ECTAL INSTALLATION 15 REQUIRED FOR THE POMP INSTALLATION. SEE PUMP SPECS FOR DETAILS. 1 BE WATERTIGHT TO PRECLUDE THE ENTRANCE OF GROUND AND SURFACE WATER. 1 HAVE A MANHOLE OR INSPECTION PORT WITH A MINIMUM DIAMETER OF 20 INCHES. TOP OF THE MANHOLE RISERS SHALL EXTEND ABOVE THE FINISHED GRADE. P REQUIREMENTS MAY REQUIRE LEAD TIME TO MANUFACTURE. )OSING PUMPS (ONE FOR BARN & ONE FOR HOUSE) CO BIOTUBE PUMP PACKAGE WILL BE REQUIRED FOR EACH SYSTEM - SEE PLAN FOR SIZE. CAL DISTRIBUTOR 15 GRANO JUNCTION PIPE & SUPPLY 970 963 5700. L HAVE A MANHOLE OR INSPECTION PORT WITH A MINIMUM DIAMETER OF 20 INCHES. TOP OF THE MANHOLE RISERS SHALL EXTEND ABOVE THE FINISHED GRADE. MATERIALS AND INSTALLATION PRACTICES SHALL COMPLY WITH MANUFACTURERS' RECOMMENDATIONS. 'UMP SETTING§ PUMP SPECS FOR PUMP SETTINGS. 'PING E PLASTIC PIPE AND FITTINGS ARE USED, THE MINIMUM WALL THICKNESS OF THE PIPE SHALL 'ORM TO ASTM STANDARD 3034, SDR35 OR EQUIVALENT. ALL PRESSURE PIPE ro BE SCHD.40. WASTEWATER LINES SHALL BE CONSTRUCTED OF COMPATIBLE PIPE, BONDING AGENT AND FITTINGS. PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. CHANGE IN ALIGNMENT OR GRADE 15 NECESSARY, A CLEANOUT WILL BE REQUIRED AT THE CHANGE. MINIMUM GRADE OF THE PIPE MUST BE 7/8" PER FOOT. THE MAXIMUM GRADE 15 1/4' PER FOOT. +I1MUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. CLEANOUT MUST BE LOCATED 1MTHIN TWO FEET OF THE RESIDENCE. PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER, TRANSPORT PIPE FROM THE DOSING TANK TO THE FIELD SHALL BE SCHEDULE 40 PVC PIPE - SEE PLAN FOR SIZE. _ATERAL DISTRIBUTION PIPES (SEE PLAN FOR SIZE) INSIDE THE BioDiffusers SHALL HAVE 1/4" HOLES DRILLED AS SPECIFIED IN PLAN. LATERAL DISTRIBUTION PIPES SHALL HAVE A MAXIMUM OF HOLES PER RUN AS SHORN ON PLAN. EEN THE END HOLES, THE t/4 INCH HOLES IN THE LATERAL DISTRIBUTION PIPES SHALL BE ORIENTATED TO 1 )CK & 11 O'CLOCK ALTERNATELY, ND HOLES IN THE DISTRIBUTION PIPE SHALL BE ORIENTATED DOWr4WARDS TO FACILITATE DRAINAGE OF T 1E PIPE DOSING. INSTALL SPLASH PLATES UNDER END HOLES. DISTRIBUTION PIPE SHALL BE FASTENED TO THE BloDiffuser TOP AS RECOMMENDED BY THE MANUFACTURER. 3ioDiffusers BloDiffuser INSTALLATION SHALL COMPLY WITH MANUFACTURERS RECOMMENDATIONS ILL INSPECTION PORTS AT THE END OF EACH RUN. -AND FILTER RACTOR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PR0ER TQ PURCHASE. SAND SHALL BE CLEAN, COARSE SAND. ALL PASSING A SCREEN HAVING 4 MESHES TO THE INCH. SAND SHALL HAVE AN EFFECTIVE SIZE BETWEEN -25 AND .6 MILLIMETER (mm). UNIFORMITY COEFFICIENT SHALL BE 4.0 OR LESS. SAND SHALL BE AT LEAST TWO FEET DEEP BELOW THE BioDiffusers. SAND SHALL EXTEND 2' BEYOND THE EDGE OF THE BioDiffusers. SAND MUST BE I1f0R0UGHLY SETTLED BY FLOODING BEFORE THE BioDiffusers ARE PLACED - TOP OF THE SAND BED SHALL BE LEVEL. 'OUND :OIL COVERING THE Bio0iffusers MUST HAVE A MINIMUM DEPTH OF 1 FOOT AT EDGES DETAIL SECTIONS A AND B. FINAL SLOPE OF THE MOUND BACKFILL SHALL BE NO GREA TER THAN 3:1 (RUN: RISE). OW Bio0iffuser RECOMMENDATIONS FOR BACKFILL PROCEDURES. ;ENERAL MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL 'LY WITH GARFIELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 5E TBA CKS OFFSET: = 100' + 8' " (1426 - 1000)/100 = 135' f OFFSET. = 50' + 8' ''(1426 - 1000)/100 = 85' LINE CROSSINGS REQUIRE THA T THE DRINKING WA TER OR WATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET CH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS LOSER THAN TEN (10') FEET. PIPE OF SCHEDULE 40 RATING TIER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED VA TER- TIGHT FASHION TO THE ENDS OF THE ENCASEMENT THERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE 'PE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT DIVVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS BE SEAMED MTH AN APPROVED UNDERGROUND SEALANT TIBLE H9 TH THE PIPING USED. FF HOUSE -99.0 NoN-EirvELOPArENT EASEMENT ... NON-DevEzeowiN T EAstmENT_\........, e •, 45 Bi 82ffLrs 5 UNI TS MOM` - SAND TO EXfBY 9 UNITS IN T , ON A 2' DEFT° (MIN.) SAND fib. FIVE TEND 2' FT (OLIN.) BEYONDECCE-GE Cf � Blt�rffust'Fs, (5) - 2" FIELD DISTRIBUTION LATERALS. EACH U TERAL PIPE To HAVE y- HOLES LOCATE HOLE Ar 24" 0 ALTERNATE HOLE LOCATIONS AT 11 AND DRAINAGE-. CAP H� ALL r THE Borr AT EACH END OF EACH LATERAL FOR RPE D AI INSPECTION ENDS PAR TS A T END LATERALS. THE rork NUMBER OF HOLES PER CF EACH RUN TIP„ 70 --TOTAL, LATERAL PIPE ExrsTING RELOCATE Ti7Ary5FC MCR ANO20' P nct'I, 9aIv5 eI �FEDEsrais CO PUMP BASIN 2 1.25" DISCHARGE ASSEM INSTALL 1/3 YD CCN CRETE & TURN BUCKLE'S A TTA Cif X 72" - CAPABI WIRE R ALLON F�. W,/1N 2' Ofx B1OTIUBE PUMP PA Y W/ DRAIN- rO OI+FN 12" C CHAAI, 1,500 NQCIT UTILITY EASEMENT ri 2" DS AOAHIr 44T-TRANSpc r OVENCO DISTRIBU N. TO ENSuRt-,!AL-VE MODEL 10 PUAIPM CYCLES. P"E . ANSI -ER -PI PfPE o OF SAND= BUTTON 102. .. 101. 91.5' HOU LEACH AREA BARN LEACH � 1 ° ERry 1 YE 2" DISTRIBUTION MANIFOLD 0 ELL=102.0 ORENC6 PUMP BASIN 24"x 72" W/COV. \ ORENCO 13IOTL FLJMP PACKAGE P5005. 2" DISCHARGE ASSEAIBL Y ^N+ DRAIN -BACK CAPAGIU TY. INSTAL 1/3 YD CONCRETE TIE DOWN W/ 1/4" VIRE ROPE & TU UCKLES TTACHED TO B�f CHAMBER & CONC. N.R1 "%ELL SETBACK OF 8 (M. SAND ,9121) TO Plc � i 'si'rs .) eErava EDGE DISrRBTIC1 25"fTELD HOLE$ A LATRAL EAcH PAL Pipe ro HA I'E OL LOCATIONS 11 AND 1 O'CLOCK:LOCA 1 HOLE 11 AND BEA CH LA TTOTTOM Fr EACH END Ai THEENDSO4 APE- �` Z: TOTS OF AE.L LA GALS Pie NAS: OAP rS�NoAlsEPPER sy s PER LAI a ror�L.r END EACH UN BY 5 VEL/DIRT. PIONEER DRIVE W AND TRAILER TURN -AROUND 1,000 GALLON TWO C•f7AFPARTAIENT CONCRETE TANK 1 1 GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. PVC 0 2. T WAN BUILDING DRAINAGE EASEMEN/ EDGE OF Pe • I 7 > gy'''p fi iIt MAT. W,8ACAOF ir:t OI4R A°y ' 1 ACV- NUT MIER er TM& CA OPINING Lt71flr rAM4alE. \�1i]f.x 7Mx quo nets ti r ¥eN][f, to g RGnA> SECZ1 N YAW nriAaE4- SEPTIC TANK DETAIL. NOT TO SCALE Wfa rat wAw. 40' PRIVATE ACCESS & UTILITY EASEMENT CONNECTS T0: PONDEROSA PINES WAY PUMP CHAMBER W ORENCO BIOTJBE Effluent Pumping System for Cold Weather Applications NOT TO SCALE Slope Ground Away from Riser Conduit Control Pone Conduit Seal Liquid Lew! Inlet Tee 1/4" *IRE ROPE, ATTACH PER CI{ALIBER 1AAN SPECS 1/3 YD CONC ANCHOR THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHIES, SLOPES OF GREA TER THAN 157., WATER LIMES, SPRINKLER SYSTEMS, SPRINGS, SUCTION (IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRII GA T10N DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLO0DIWAYS, DRY GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS. PVC Spfica Box with Cad Grips F sa Insulated Ga�keted Lid rth Stoln1ee Steel Boge PVC 'ser with Grommets bond to tont adapter with 4: gaPE 1 FT MINIMUM COVER OVER BioDifluier OISTRIBUTIM MANIFOLD • EL -1B2. TOP OF SAND = 10i. recommended adhesive} l • 9 * Oiech g; Aseambly� r �G JDISCHA REE J AND DISTROU EACH SYSwa MUST BE Flexible Ffia� MC GRADE -1000 1/ INSTALL SPLASH PLATES EIREC7LY BELOW DRAINAGE HOLES N4 DISTRIBUTION PFI AT EACH END. „AiNectiiinffilluirlitinting SECT1ON A HOUSE LEACH AREA BARN LEACH AREA BkJlf*raer wrAYS7R1BVfICN LATERAL AT CROWN - SEE PIAN FOR PPE SIZE POSITIVE ORAWACF sax± POST/TW DRAINAGE 03X± INSTALL FILTER FABRIC OVER SAND AND LifoOffAmare a 1(l RiIIVilrliriplYIN ATTACH LATERAL 0 END OF EACH CHAMBER. 7' MAX UNSUPPORTED LOVGTH. NO SAGS IN LATERAL GAP ETC OF LATERALS lik BloOffruser ENO CAP 4fSTR**)WON 'UNFOLD 0 EI.=1020 TOP OF SAND - 101.9 DIRT LINE DURING CONSTRUCTION laiiIMPORTED FILL MATERIAL iMilivif�11>Y�li'ILi1t11Cfi�l=A>r� ll.'r� 4: T SLOPE -SIC Le7oSfG CROUIIIi-1 W.0 \ _ 1RANR PIPE 0 FTE].D-99.0 rgye CONFIGURED TO ALLOW COMPLETE DRAINAGE. SLOPE -1.115r DISOHAFNGE PIPE SACH 17Z1N TRANSFER PIPE 0 HOUSE -96.0 BACK INTO TELE pump TANKTHAT AFTEREUENT PUMP lL CYcl,E.FLOW Pea Grovel Backfill Tmk Mapter {cast ar baltedjsEE putt FOR FLOAT DIFFE7af7iTIA1 Level Cantrd Not Assembly Flaw Inducer WIT INSTILL f EC1 VALVE vault Inlet Ports 451 Effluent Purls SEE PW4 FGR PUMP SIZE Filter Cartridge Drain Port Rota* Pump Vault 'Pao Grovel Backfill Recommended to Help Prevent Frosi Heave Diochor9e Line and Distribation System Must be Configured to Allow Complete Drainage, 1listributian system not shown) ATTACH LATERAL 0 END OF EACH CRA# R, 7' MAX UNSUPPCIRTED LEIIG1P ND SAGS N4 LATERAL I 2' MIN. SAND BED OVER SCARIFIED EXISTING GROUND. EXCAVATE IF NECESSARY, CR FILL FROM EXISTING GRADE NTH SAND 90TTOM OF SANQ=aY.O SEE PLAN 4 WATER TABLE O 95.0 evaTo i OF SAND TO BE NO DEEPER THAN 1' BELOW EXISTWC GTRA1 2'i 1 FT MINIARAW 2' MIA. SAID 9E0 OVER SCARIFIED EXTSTMVG GROUND. LXCAVAYE IF NECESSARY. OR fXL FROM EXISTING GRADE 4714 SAND 4:1 SLOPE COSTING GROUND NTS FILL TO TCIP OF COSIER MIST BIoDIhGrser PO911VE P05I11Vf BloOilfuewa METH E DRAINA DRAINAGE SAND CO? WASHED INSTALL FUER FABRIC a IOx f 4 t s MR SAND AND LATERAL TIP. SEE PLAN FOR 92E ElloOT &reereIITOW _veirerfAiiiMilal.rroo. maw ! 4: 1 SLOPE CRT LANE LIEATN4G CONSTRUCTION IMPORTED FILL MATERIAL SEC TI B NTS rxis 1NG (Rom WATER rALILE O 910 DISCHARGE UNE ALIO CtSTR1BUTION SYSTEM MUST BE CONFIGURED TO ALLOW COMPLETE DRAW E. SLOPE ASCAARGE PIPE SUCH THAT EFFILINT MILL FLOW BACK N4TD THE PUMP TA* AFTER PULP CYCLE_ TRANSFER PIPE 0 BARN -97.0 Slope Ground Awa from Riser .uiFto Ontrol Panel Conduit Sed Liqud Leve! Inlet Tee 1/4" WERE ROPE. ATTACH PER CHAMBER YAH SPECS. 1/3 YD CONC ANCHOR COPYRIGHT TIMBERLINE ENGINEERING DRAWN BY DA W Z Lot 2, Mayfly Bend GARFIELD COUNTY, COLORADO DATE 10/11/06 REVISIONS SCALE AS SHOWN DRA WING INDIVIDUAL SEWAGE TREATMENT SYSTEM PLAN SPECIFICATIONS &DETAILS SHEET C1 - ‘iammimsasseatinsivor\ \ N. - \�\ 214IN. \\ J i 2 MIN. -� SEE FOR QUANTITY PLAN READ. SEC TI B NTS rxis 1NG (Rom WATER rALILE O 910 DISCHARGE UNE ALIO CtSTR1BUTION SYSTEM MUST BE CONFIGURED TO ALLOW COMPLETE DRAW E. SLOPE ASCAARGE PIPE SUCH THAT EFFILINT MILL FLOW BACK N4TD THE PUMP TA* AFTER PULP CYCLE_ TRANSFER PIPE 0 BARN -97.0 Slope Ground Awa from Riser .uiFto Ontrol Panel Conduit Sed Liqud Leve! Inlet Tee 1/4" WERE ROPE. ATTACH PER CHAMBER YAH SPECS. 1/3 YD CONC ANCHOR COPYRIGHT TIMBERLINE ENGINEERING DRAWN BY DA W Z Lot 2, Mayfly Bend GARFIELD COUNTY, COLORADO DATE 10/11/06 REVISIONS SCALE AS SHOWN DRA WING INDIVIDUAL SEWAGE TREATMENT SYSTEM PLAN SPECIFICATIONS &DETAILS SHEET C1