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Home My WebLink Aboutpitkin.eh.264514100007 (2015)COLiNT� JSITE WASTEWATER TREATS NT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0011.2015.POW2 Parcel ID #: 2645-141-00-007 Permit Issued: ❑NEW ®REPAIR ❑REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ®AMENDMENT Owner(s): Polk Property Address: Legal Description: Size of Lot: 8.7 Size of Building: Designed By: Phone #: Fax #: )erties LLC 5134 Snowmass Creek Rd Acres 5308 ft' CBO. INC 970-704-0484 Perc Rate: 0.5 LTAR Minimum Tank Capacity. Detached Accessory Unit Size of Accessory Unit: oom � - Project #: Mailing Address: Email Address Profile Hole Depth: 8' 1500 qal. ❑YES ONO C1173 Dated: 09/12/2015 Depth to Groundwater or Bedrock: Minimum Absorption Area: 840 ftz Parmit Cnnritinns, ➢ 8' 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. This is an amendment to an existing tank replacement permit. Permit # 0032.2015.POWT is void. The existing septic tanks and soil treatment area (STA) will be abandoned in place. Evidence of proper abandonment shall be submitted to this office as part of the final approval of this permit. Sewage will flow via gravity to a new 2000 -gallon, two-compartment septic tank with an Orenco Pump pack installed in the second compartment. Effluent will be pressure dosed to an automatic distribution valve (ADV) and then to a 4 -trench STA. Each trench will have 18 Quick -4 chambers for a total of 72 chambers. The new septic tank and STA shall be a minimum of 10 feet to any lined irrigation ditch and 50 feet to any unlined irrigation ditch. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. 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 satlstactory. Permission Is nerepy 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. 10/04/16 Issued By Kurt Dahl, REHS Date: 10/04/15 Expires: installer: License #: Reactivation Authorized by: Final A Val Is d y: Date: New Expiration Date: ❑Fee Pad ti 33 Four Wheel Drive Rd Carbondale, CO 81623 ALL 970.309.5259 1111111 '' October 22, 2015 Kevin Jones Kjones98(a)hotmail.com Onsite Wastewater Treatment System (OWTS) Installation Observations 5134 Snowmass Creek Road Pitkin County, Colorado OWTS Construction Permit 0011.2015.POW2 Kevin, Project No. C1173 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 14, 16, 19, and 22, 2015 for the subject property. D&D Septic Services installed the system. The existing septic tanks were pumped, collapsed, and remaining voids filled with fill material. The existing soil treatment area was also abandoned in place. The existing cast iron line was found to be suitable to connect the new, PVC 4 -inch sewer line just beyond the stone patio. Cast iron is subject to deterioration over time. The new OWTS installation included a new 2000 -gallon, two-compartment Valley Precast concrete septic tank with an Orenco® Biotube pump vault and PF3005 pump in the second compartment. There is an effluent filter inside the second compartment of the septic tank. This filter must be cleaned annually, or as needed. Groundwater was encountered and filled the excavation for the septic tank to approximately 4 -inches (depth of approximately 9 feet below grade). This level of groundwater did not affect the installation of the septic tank. The control panel was installed within line of sight of the septic tank. Start up of the pump was performed by Valley Precast personnel on October 15, 2015. Effluent is pumped through a 1.5 -inch diameter, Schedule 40 pump line to an Orenco® Model 6404 automatic distributing valve (ADV) and then to four pressurized gravelless chamber trenches, each with 18 `Quick 4' Infiltrator® chambers for a total of 72 chambers and 864 square feet of infiltrative area. The 1.5 -inch diameter pump line is encased in a 2 -inch diameter, Schedule 40 pipe where it comes within 50 - feet of the existing irrigation ditch. Effluent is pressure dosed from the ADV to 1.25 -inch diameter laterals, which were hung with zip ties from the underside of the chambers. Laterals have 5/32 -inch diameter orifice holes facing up, with the exception of the first and last holes facing down for drainage. The holes were placed 3 -feet on center. Each lateral ends in a 90 degree ell facing up with a ball valve for flushing. Valves were placed in a valve box, accessible from grade, for access. Inspection ports were placed at the beginning and end of each trench. Both the ADV and rotation and flushing valves were tested during the October 22, 2015 inspection. Trenches were installed with a minimum of 6 -feet of undisturbed soil between them. Installation was shallow, with no more than 2 -feet from native grade to the infiltrative area. Components including septic tank lids, the ADV, flushing valves, and inspection ports are all accessible from grade. We highly recommend that water treatment systems, such as reverse osmosis, be routed to a separate disposal area and are NOT routed into the OWTS. High volumes of discharge water could In r] J potentially hydraulically overload the system. This OWTS was sized to accommodate 750 gallons of domestic wastewater per day. Photographs from installation observations are provided below. Additional photographs are available from the property owner (Kevin Jones) and installer (D&D Septic Services). 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 Carla Ostberg, MPH, REHS Reviewed Richard H Septic tank excavation / note water in bottom of pit / bottom filled with gravel E • Observed setting of tank Septic tank set in excavation Water level high to have sufficient amount of testing ADV and pressurizing trenches Control panel (within line ofsight ufseptic tank) 1.5-inohdiameter pump line ADV == Control panel (within line ofsight ufseptic tank) 1.5-inohdiameter pump line ADV Trench installation Backfill over field / inspection ports Permit #: 0011.2015.POW2 Parcel ID #: 2645-141-00-007 Permit Issued: []NEW ®REPAIR ❑REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ®AMENDMENT Owner(s): Polk Properties LLC Property Address: Legal Description: Size of Lot: 8.7 Size of Building: 5134 Snowmass Creek Rd Acres Detached Accessory Unit: ❑YES ONO 5308 ft2 Size of Accessory Unit: This system is designed to serve 5 bedrooms Designed By Phone #: Fax #: CBO, INC Project #.- 970-704-0484 :970-704-0484 Mailing Address: Email Address: Perc Rate: 0.5 LTAR Minimum Tank Capacity: 1500 C1173 Dated: 09/12/2015 Profile Hole Depth: 8' Depth to Groundwater or Bedrock if. Minimum Absorption Area: 840 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. This is an amendment to an existing tank replacement permit. Permit # 0032.2015.POWT is void. The existing septic tanks and soil treatment area (STA) will be abandoned in place. Evidence of proper abandonment shall be submitted to this office as part of the final approval of this permit. Sewage will flow via gravity to a new 2000 -gallon, two-compartment septic tank with an Orenco Pump pack installed in the second compartment. Effluent will be pressure dosed to an automatic distribution valve (ADV) and then to a 4 -trench STA. Each trench will have 18 Quick -4 chambers for a total of 72 chambers. The new septic tank and STA shall be a minimum of 10 feet to any lined irrigation ditch and 50 feet to any unlined irrigation ditch. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. 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: Installer: Kurt Dahl, REHS Date: 10/04/15 Expires: 10/04/16 License #: I Reactivation Authorized by: Final Approval Issued By: Date: I New Expiration Date: F1 Fine Ill —30 0 m m £ N v 0 m g' > > 00 0 z 3 Q m O < y O N m n -2 � � D `$ 0 moa �� won oA ul a GJ 0 m m £ m r n 'N Z pomp.�m1 z z�i j pn(J G) 0 =w moa �� ZN oz� mCD N=m mcn�mai a 0 0 G) o Z Z N a i ft 4 % s � 30 X _� WMA NO° air S - �� 3a S GREEK=ROAD — A. 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N O o ❑ Z T1 0 0 ,i c� ) -u ZD pJ:fTi O O D C o ;1 ry E�F9 �o o� C) I V) Z �D O C7 X o C�� D �O \ Z D �2X �� Z� co 0 'D (ng0�a �D- �, D�10 m -O*o S(n� \ -0izz OM09? 0 (n z omni oho o r�°z i A�� oTmoD Dc"ii0 .\ zOm 0omm� m n n o ZcnD .\ Z� ococnD0 D * � \ --i m m � m \ Z C T X0 \ Oma -4mnm = S rz '\ X �-�Z m (D n \, F71 N N � \ �� . •\. _ O N C REQUEST FOR AN AMENDMENT TO AN EMU/NR OWTS CONSTRUCTION PERMIT 76 Service Center Rd • Aspen, CO.81611 Phone: 970.920.5070 Fax: 970.920.5374 This form should be used for requesting an amendment to an OWTS Construction Permit if there have been significant changes to an OWTS design that differ from what was approved as part of the OWTS Construction Permit. An hourly fee of $162/hour will be invoiced upon review of the new design and reissuance of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at http:11www. ospenpitkin. comlpdfs/depis/121owtsreq. pdf . Permit Number for Which Amendment is Requested: a 3 Z 1,,17 i 5 P d wT Parcel II)# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.orel: L, 6 q G? ! e Go v 0 0-7 7 Example: Property Address:G C 3 `'i b_ v� (A� xs s C r-1 p Lot: Block: Filing: Subdivision: Building Permit #: r4 Property Owner(s):PO ` i' Pm � �� I� G � Email Address: Owner's Mailing Address: ir1C.. }� City, Stake, Zip: f Q ID O C.�. 2.t) CSO 8 !poi Home Phone: Business Phone: _S Primary Contact Person/Applicant (if not owner): om any: Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: 0119Business Phone: --� a 'z3.- 040-L Fax Number: Email Address: j JCt D ap v PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate. I acknowledge that EHINR may revoke any permit i am Issued if my application is found to contain any Inaccurate, false, or misleading information. i understand that no construction may be undertaken on the OWTS until the OWTS Construction Permit Is amended or a new permit is issued. Owner/Applicant Signature OFFICE USE ONLY: Recived by: ,invoice ##: Invoice amount: Cate: Date received: /15 Date' ��w•vfr L 33 Four Wheel Drive Rd ALLCarbondale, CO 81623 970.309-5259 111111 � � ! F September 12, 2015 Kevin Jones KmonesWcDhotmail.corn Onsite Wastewater Treatment System (OWTS) Design 5134 Snowmass Creek Road Pitkin County, Colorado Kevin, Project No. C1173 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located in Old Snowmass, in an area where OWTSs and wells are necessary. The legal description of the 8.0 -acre property, currently owned by Polk Properties, LLC is described as follows per Pitkin County Assessor's website: Section: 14 Township: 9 Range: 86 Parcel desc by M/B excepting from the above desc. Parcel 0.61 AC M/L which is occupied by Snowmass Creek Rd BK 268 PG 53 BK 347 PG 444 BK 425 PG 852 BK 445 PG 860 SITE CONDITIONS A 5 -bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS is documented by Pitkin County Health Department Permit Number 76025 and given final approval on July 26, 1978. The OWTS was designed to serve 3 -bedrooms and is an "elevated engineered bed to be installed per Eldorado Engineering design and specifications of 5/30/78 Job #78168." The original permit and associated design are enclosed. Following an inspection of the OWTS, it was determined the septic tanks and pump needed to be replaced. As the existing soil treatment area (STA) was sized to accommodate only 3 bedrooms and is 37 years old, it was determined the entire OWTS should be upgraded. Stream from pond above W Page 2 Looking toward upper pond View of mound and stream There is an irrigation ditch that runs to the east of the proposed STA into a lined pond that overflows into a lined water feature. The proposed STA will be at least 50 -feet from the irrigation ditch. The pump line will likely encroach on the required 50 -foot setback to the ditch. The pump line must be encased in any location it comes within 50 -feet of the ditch'. The area of the proposed STA is located in northwestern corner of the property. This area is an open field area that slopes to the east at approximately 5% grade, toward Snowmass Creek. The area is vegetated with native grasses. A private well serves water to the residence. It is located inside the residence, greater than 50 -feet from the proposed septic tank and greater than 100 -feet from the proposed STA. ' Crossings or encroachments may be permitted at the points as noted above provided that the water or wastewater conveyance pipe is encased for the minimum setback distance on each side of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating of sufficient diameter to easily slide over and completely encase the conveyance. Rigid end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. A hole of sufficient size to accommodate the pipe shall be drilled in the lowest section of the rigid cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the end caps shall be sealed with an approved underground sealant compatible with the piping used. k SUBSURFACE M Page 3 The subsurface was investigated on September 10, 2015 by digging two soil profile test pit excavations (Test Pits). A Bobcat 430 was used to excavate the test pits. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.2 The materials encountered in Test Pit #1 consisted of dark brown, moist, organic topsoil to 10 -inches, underlain by medium brown, moist, loam to silt loam with blocky structure shape, moderate structure grade, and friable consistence to a maximum depth explored of 7.5 -feet. Cobbles approximately 1 to 4 - inches in diameter were present. No bedrock or groundwater was encountered. Red and orange mottling (iron reduction) was observed in a very small, localized area of soil at approximately 6 -feet below grade. The materials encountered in Test Pit #2 were consistent with those observed in Test pit #1, with the exception of fewer cobbles. No bedrock or groundwater was encountered. Red and orange mottling were again observed in a very small, localized area of the soil at approximately 6 -feet below grade. A long term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. Test Pit #1 Test Pit Sieved sample 2 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. 0 Test Pit #2 Page 4 Iron reduction (mottling) localized DESIGN SPECIFICATIONS The OWTS design is based on 5 -bedrooms having less than 6000 square feet of living area. A design flow of 750 GPD will be used. Design Calculations: 5 bedrooms x 75 gallons/person/day x 2 people/bedroom = 750 gallons/day Septic Tank Capacity = 1500 gallons + capacity for pump = Minimum 2000 gallons STA Calculations = 750 gallons/day / 0.50 SF/gallon (Sandy Loam Soil Type 2A) = 1500 SF Pressure Dosed Trenches 1500 SF x 0.8 = 1200 SF Chambers 1200 x 0.7 = 840 SF 840 SF / 12 SF/chamber = minimum 70 `Quick 4' Infiltrator® chambers The existing septic tanks will be abandoned in place. The septic tanks must be pumped, collapsed, and remaining void filled with gravel, sand, or compacted soil. The existing mounded STA will also be abandoned in place. The existing sewer line from the house to the new 2000 -gallon tank may be cast iron. Pipe material must be in good condition in order to connect the new, 4 -inch diameter SDR -35 PVC pipe. In the case the pipe is M Page 5 found to be in poor condition, this pipe must be replaced. The new 4 -inch diameter pipe must have a minimum 2% slope to the septic tank. A new 2000 -gallon, two-compartment concrete septic tank will be installed. A 6.5 -foot pit was dug in the area of the existing septic tanks to verify groundwater levels. No groundwater was encountered during this excavation. There should be no special design considerations necessary for the septic tank. The second compartment of the new 2000 -gallon septic tank will house an Orenco® Colorado Pak and pumping system. An Orenco® PF3005 pump must be used and floats set to dose approximately 100 gallons each pump cycle. Approximately 56 gallons will be coming back through the pump cycle after each dose. The control panel must be placed within line of sight to the septic tank. A new 1.5 -inch diameter Schedule 40 pump line must be installed from the pump to the Orenco® automatic distributing valve (ADV), model 6604. This pump line must have a minimum 1 % grade for proper drain back into the tank after each pump cycle. The ADV must be placed a high point in the system. Effluent will be pressure dosed to four rows of 18 `Quick 4' Infiltrator® chambers, for a total of 72 chambers and 864 square feet of infiltrative area. There must be at least 6 -feet of undisturbed soil between each trench, and the infiltrative area should not extend more than 2 -feet below grade due to the observation of mottling at approximately 6 -feet below grade. Fill over chambers and re -grading may be necessary. Effluent will be pressure dosed to 1.25 -inch diameter laterals, which must be hung with zip ties from the underside of the chambers. Laterals will have 5/32 -inch diameter orifice holes facing up, with the exception of the first and last holes facing down for drainage. The holes must be placed 3 -feet on center. Each lateral must end in a 90 degree ell facing up with a ball valve for flushing. Valves may be placed in a valve box, accessible from grade, for access. Inspection ports must be placed at the beginning and end of each trench. Ports may be cut to grade and covered with a valve box 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. 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. LM r� Page 6 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. 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC o. tom-.. L/r /eL.'i/• 1. Carla Ostberg, MPH, REHS Reviewed r Richard H. 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DD D:(n UO 3< 3 m m m D @ p mp mrD m� m<nz �O j f m <<) nen Z- 2 am N0D ZA w p o D m W o C� o C wOC AN . _ m w mm� v% A N nNN ww O w O m PZ n m m ox m C C C mp < w W o_ w Q MEMO `m q# \/ Z( :2 KZm 2> \\ \\ \) G: -n \R 57 »@ R< _ Cl) cM »o ro §o {!R{ > CO\� ;; 0 > E)(» < 2� _¢ -. d/R m > < > - _� ) - \ } ( 9 \ x ° \ ._ O ) 2 $ / -% <0> < \ \ |m /G /// §\`0 x ` >M> m 0 C ` m/ § m c \ « DEPTH -FEET 0 co § 3 } (}ƒ % 50M /k (§ - / )\ ) §/c () ; $ \\ . { 0 CD )% 0 2e2 § o ZF ;? ) GS/ ) ® >m <c \ )\® mom: . 3 _ °�� ° § 10 ]IE cn e 0 \ @ \ / | o - § \ u 28§ (G 2 2 $e 6` @ > o g ; ` ^ x cn \ ] G\° = - z m m/z \ / / §cn \\ / co % j -n § m m { :_: \ co ;77 3;0 39 2 \ +3 =- { \ / � /§ &E . o f O k Pump Selection for a Pressurized System - Single Family Residence Project Polk Properties LLC / 5134 Snowmass Creek Road Parameters 0.9 feet Loss in Transport Before Valve 10.1 feet Loss through Valve 3.6 feet 300 Discharge Assembly Size 1.50 inches 0.0 feet Transport Length Before Valve 530 feet Lossthrough Flowmeter 0.0 Transport Pipe Class 40 0.0 feet Pipe Volumes Transport Line Size 1.50 inches gals Vol of Transport Line After Valve Distributing Valve Model 6404 Vol of Manifold 0.0 gals Transport Length After Valve 20 feet Total Vol Before Valve 56.0 Transport Pipe Class 40 7.7 gals 250 Transport Pipe Size 1.50 inches gpm Total Dynamic Head Max Elevation Lift 20 feet Manifold Length 0 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches Numberof Laterals per Cell 4 .. 200 Lateral Length 72 feet Lateral Pipe Class 40 V Lateral Pipe Size 1.25 inches 20 Orifice Size 5/32 inches Orifice Spacing 3 feet p Residual Head 5 feet aa) 150 Flow Meter None inches = v 'Add-on' Friction Losses 0 feet m C Calculations o Minimum Flow Rate per Orifice 0.68 gpm :? Numberof Orifices perZone 25 F 100 Total Flow Rate per Zone 17.3 gpm Numberof Laterals perZone 1 % Flow Differential 1st/Last Orifice 9.3 % Transport Velocity Before Valve 2.7 fps Transport Velocity After Valve 2.7 fps Frictional Head Losses 50 Loss through Discharge 0.9 feet Loss in Transport Before Valve 10.1 feet Loss through Valve 3.6 feet Loss in Transport after Valve 0.4 feet Loss in Manifold 0.0 feet Loss in Laterals 1.1 feet Lossthrough Flowmeter 0.0 feet 'Add-on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line Before Valve 56.0 gals Vol of Transport Line After Valve 2.1 gals Vol of Manifold 0.0 gals Vol of Laterals per Zone 5.6 gals Total Vol Before Valve 56.0 gals Total Vol After Valve 7.7 gals Minimum Pump Requirements Design Flow Rate 17.3 gpm Total Dynamic Head 41.0 feet Orenco Systems" Incorporated CI ngingd-Way rhe WorldD—W nur® 0� PumpData 5 10 15 20 25 30 35 40 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz, 20(1\/ 3060Hz PF3007 High Head Effluent Pump 30 GPM, 314HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM,IHP 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 ena System Curve:. Pump Cure:- Pump Optimal Range Operating Pointo Design Pointo e 0 2000 Gallon Top Seam Item 0 Two Compartment 2000T-2CP-HH with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft' • 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 • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" 1'-0" 3'-0" 2' — 0" 4' — 0" 3'-0" 4'-0" DRY 4' — 0" Top View 24" Min. sight *Service contracts available for maintenance* Digging Specs I Invert ___F —Dimensions 7nect relve ---I 57" — Pump: SBCbon • Lowers TSS and improves ettluent quality lofield View • Easiest pump system to maintain on the market • Complete Installation (wiring, panel, mounting and start-up procedures) • Complete Warranty Net Capacity Net Weight Min. 15' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Outlet 56" below inlet 56" 73" 162" 78" 92" 1,1559 gal 507 gal Total I Lid I Tank I Total 2066 gall 5420 lbs' 15530 lbs ! 21150 lbs winter 8a (719) 595.6764 28005006 Rd 317 Wastewater P.O. BCKM5 • VALLEY 0 Systems • Produces Foe (719) 395-3727 Buem Vkft C081211 � Inc. •Service website: www.valleyprt.00m Email: fronfideskIMvalleyprecastoom This article may describe design crit0that was in effect at the time the article was WQ. FOR CURRENT DESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing a� Valve Assemblies Orenco Systems* Incorporated 1-800-348-9843 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 O to seat against the valve bottom ©. The opening O in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem O 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 4. 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 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 C Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Series nation Qperating_Rangee (Wrn 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 = 0.0049 x Q2 + 5.5 x (1 - Co-' Q) 15-70 35 30 E N 25 20 s� 0 15 10 0 J 5 CU aD 0 V4600A V4400A I V6 600A = 0 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 0 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. Transport Line Dosing Tank Figure 4: Ideal valve location Distributing Valve Assembly Discharge Laterals NTP -VA -1 Rev. 1.2, © 11/03 Orenco Systems', Inc. Page 4 of 6 MA G 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. 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. 12, ©11/03 Orenco Systems®, Inc. Page 5 of 6 • i SOLUTION 3: 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. SOLUTION 4: 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. SOLUTION 5: 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. SOLUTION 6: 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. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: 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. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE: 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. SOLUTION 1: Keep the transport line full. SOLUTION 2: 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. CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: 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 C C Distributing VDSubmittal ata Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. CIE Bottom View Specifications Materials of Construction Side View General Incorporated -m_M1111_91=11 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, V4606A, V6402A, V6403A, V6404A, V6605A, V6606A. Nomenclature V❑❑❑❑A --TTIndicates 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 All Fittings: Sch. 40 PVC per ASTM specification Unions: Sch. 80 PVC per ASTM specification Ball Valve: Sch. 40 PVC per ASTM specification Clear Pipe: Sch. 40 PVC per ASTM specification V4XXX Distributing Valves: High-strength noncorrosive ABS polymer and stainless steel V6XXX Distributing Valves: High-strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 1 of 2 LI Distributing Valves (continued) io 30 V6600A E y 25 - N Q � 20 V4400AV6400A 1000,0 L 15 V4600A H y 10 0 J -a ca 5 m s 0 FIUVV jgpmi Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (t) Min. Enclosure V4402A 1.25 1.25 10-40 170 VB1217 V4403A 1.25 1.25 10-40 170 VB1217 V4404A 1.25 1.25 10-40 170 VB1217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A 1.25 1.25 10-25 170 RR2418 V6402A 1.5 1.5 15-100 345 RR2418 V6403A 1.5 1.5 15-100 345 RR2418 V6404A 1.5 1.5 15-100 345 RR2418 V6605A 1.5 1.5 15-100 345 RR2418 V6606A 1.5 1.5 15-100 345 RR2418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 Me PF Series 4 -inch (1 00 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube° pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor — Discharge Connection — Bypass Orifice — Suction Connection Powered by S�® Franklin Electric C us LR80980 LR2053896 Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance` • Patented 1B -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6,1.0,1.3, and 1.9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Usec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship " Not applicable for 5 -hp (3.73 kWj models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. . Product Code Diagram PF ❑ [11-1 - ❑ Tord length, ft (m):$ Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115` 200 = 200 2 = 2301 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (k": 03 = 'A hp (0.25) 05 = 14 hp (0.37) 07 = 3/4 hp (0.56) 10 = 1 hp (0.75) 15 = 1-Yz hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpm (Usec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series Ji -hp (0.37k" only 1220 volts for 50 Hz pumps =Note: 20 -foot cords are available only for single-phase pumps through 1-)4 hp Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, © 09/14 Page 1 of 6 Specifications, 60 Hz E d, C ^^ c Mm �S o� s� Pump Model m a c as E� z � `a' 3 y a o c E Cts R d $. E N y R EnCL Ea y' c �' �- a c� a M d d ¢ PF100511 10(0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10(0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10(0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100712 4,1 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 Y4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PH 0073200 4, 5 10(0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 Y4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PH 01012 5,1 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 Y4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 1,6 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 Y4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5,6.1,8 10(0.6) 2.00(l.49) 1 230 240 12.1 12.1 18 1 Y4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PH 02032 5,1, 8 10(0.6) 2.00(l.49) 3 230 240 7.5 7.6 18 1 Y4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PH 0203200 1,1,1 10(0.6) 2.00(l.49) 3 200 208 8.7 8.7 18 1 Y4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15(l.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(l.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20(l.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 144 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20(l.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 Y4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20(l.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 Y4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4,1 20(l.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 Y4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4,1 20(l.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 Y4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4.5 20(l.3) 1.50(l.11) 1 230 240 12.4 12.6 9 1 Y4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4,1 20(l.3) 1.50(l.11) 3 200 208 7.1 7.2 9 1 Y4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30(l.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1 Y4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30(l.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1 Y4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30(l.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 Y4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30(l.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 Y4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30(l.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 1/4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30(l.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 Y4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30(l.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 Y4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(l.9) 1.50(l.11) 1 230 240 12.6 12.6 8 1 Y4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4.5 30(l.9) 1.50(l.11) 3 200 208 6.9 6.9 8 1 Y4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4.5 30(l.9) 1.50(l.11) 3 460 480 2.8 2.8 8 1 Y4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5,1,1 30(l.9) 2.00(l.49) 1 230 240 11.0 11.0 10 1 Y4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5.1 30(l.9) 2.00(l.49) 3 200 208 9.3 9.3 10 1 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5,6.1.1 30(l.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 Y4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5.6,1 30(l.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 Y4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5, 6, 1,8 30(l.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 Y4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5, 6, 8 30(l.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 Y4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 6.1 30(l.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 Y4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50(3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50(3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50(3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50(3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50(3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50(3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50(3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50(3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 2 of 6 Specifications, 60 Hz (continued) E "- E d CD 3 N_ E a �a to m a`> CD c CL g w E E CD ED I cc � o Q E " � y '�^ m E� H e R �2 o. Q C� S d Z Q C O e=a J M Pump Model PF500734 50(3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50(3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50(3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50(3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50(3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50(3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4.5,7.8 50(3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 1,1 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4, 5, a 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5,6.1,8 50(3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5,8.1.8 50(3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75(4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75(4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10(0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 '/4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4.5 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 '/4 in. GFP 26.8 (658) 17 (432) 30 (14) 300 PH 01552 1,1 10(0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 '/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 '/4 in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 '/4 in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30(1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 '/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4.5 30(1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 '/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50(3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50(3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50(3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50(3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75(3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 N -in. NPT GFP discharge is 2 718 in. octagonal across flats; the 1 N -in. NPT SS discharge is 2 Vain, octagonal across flats; and the 2 -in. NPT SS discharge is 2 718 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orence discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 10 -ft (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTO-PU-PF-1 Rev. 2.2, ® 09/14 Page 3 of 6 Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 k" have built-in thermal overload protection, which trips at 203-221* F (95-105° Q. Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect'" software. Pump Curves, 60 Hz Models 800 700 w as w c 600 500 a 400 Q 300 200 1� 100 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 160 140 w m w c 120 0 100 C ct a 80 v 60 a 40 w 20 0L 0 PF15 Series, 60 Hz, 0.3 hp 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 4 of 6 E3 Technical Data Sheet Orenco° Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal 180 1.6 3.2 4.8 6.3 7.9 9.5 11 13 160 12 ?? 140 m E c 120 2 D 100 a ea = 80 60 :? 40 20 0 525 0 c 459 c c 394 m C: 328 O 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 ■■■■■■■■�v�MMM ■■■■■■■■======�- ■■■■■■■■■■■■■■■■■ rN ■■■■■■■■■■■■■■ HWW■■■■■■■■■■■■■■ ,■■■■■■■■■■■■■■■■■■ ■■■■■E®M■■■■■■■■■■ U-=.J■■■■iEN■■■■■■■■ ■NEE■■■■■'0■■■■■■1 0.5 1.0 1.5 20 25 3.0 3.5 4.0 4.5 Flow in liters per second (L/sec) 66 F�! 31 c 15 c 98 62 G 56 .L V 49 rz ft 33 c � w 16 120 y 100 m ° 80 Z O w 60 w 20 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 W 328 e 0 c 262 a c 0 197 131 01 1 1 1 1 1 L' 0 0.4 0.8 1.2 1.6 2.0 2.4 Flow in liters per second (Usec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 0.6 1.2 1.8 24 3.0 3.6 4.2 4.8 5.4 6.0 Flow in liters per second (L/sec) a m s 0 a 66 89 R c 79 c c 69 z 59 0 49 a 39 s V 30 m 20 NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www,orenco.com Rev. 2.2, © 09/14 Page 6 of 6 COIIN7.'� ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0032.2015.POWT Parcel ID #: 2645-141-00-007 Permit Issued: ❑NEW ®REPAIR ❑REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Huffman LLC Property Address: Legal Description: Size of Lot: 8.7 Size of Buildinq: 5134 Snowmass Creek Rd Polk Properties LLC Acres 5308 ft Detached Accessory Unit Size of Accessory Unit: _ This system is designed to serve 5 bedrooms Designed By: All Service Septic Phone #: 970-704-0484 Fax #: DYES NO ft2 Project #: C1093 Dated Mailing Address: Email Address: Perc Rate: N/A Profile Hole epth: Minimum Tank Capacity: 1500 gal inirrit Depth to Groundwater or Bedrock: Absorption Area: 08/30/2015 ➢ 8' Permit Con tions: This OWTS Construction Permit is approved on the -condition of compliance with t e engineer design as submitted with the application and the specifications cited above. Changes must be approved by this 'Department and the engineer prior to cons n. This permit is to replace a leakin se tank for a 5 -bedroom residence. original OWTS was designed for 3 -bedrooms. The existing septic tank will be repla ed with a 2000 -gallon, two -comps nt septic tank with an Orenco pump installed in the second compartment. Effluent will be pumped to the soil treatment area WA) throe new 1.5" Schedule 40 pipe. The soil treatment area is sized fora 3 -bedroom house. Due to approval the 5-tgl'room hs with the existing system and the fact that this tank repair is necessary to protect groundwater quality, the S� will nctS—q7r?ltIuired to be brought up to code at this time. The STA is undersized and may be required to be brought up to ode at fu pairs or alterations of the OWTS. Evidence of proper abandonment of the isting tank shall be requir�c' as part of the final approval of this permit. This Permit must be kept on-site during installation. The engineer must do a final insertion of the tallation 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 up n 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 f'ea ures shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or repsentation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County builds and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIO D UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN TY COUN_OWTS REGULATION, INCLUDIN BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the propose ,$_ha 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: Kurt Dahl, REHS Date: 09/04/15 Expires: 10/04/15 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: FiLeqM 6 03 Z, zot.S, powT- 0 =EH/NR ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd - Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office _ 970-920-5160 or at www.pitkinassessor.org): �0 Purpose of Permit. ❑ NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: p' // (� /- 5-13,q S �Lo k cz S i r-ee k Cv Lf(�C.�fL44e sS 15 R1V S_ I Lot: Block: Filing: Subdivision: Property Owner(s)*: Email Address: L ,k ykcti .lam Owner's Mailing Address: City, State, Zip: 4' �f 4� c S S co Q s—q Home Phone:/ U� n �P / Business Phone: , ] _� `s 1? 'Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): Company: c, l c0 P0 r t �'S 4-c' Contact/Applicant Mailing Address: City, State, Zip: Cell P,bone,Business (, ` Phone: 76 cla S —( j,O p� y Fax tuber: 7oi7c(7-�7qo Email Address: } '0krs�d' d�>L,, ��"y Building Permit # (if applicable): Lot Size (in acres): a Size of Building (square feet): !> Number of Potential Bedrooms: 5— Detached Accessory Unit? YES NO Size of Accessory Unit (square feet): ❑ �I Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Engineering Firm: ` it S rL Job Number: �© i� Phone Number ��77 �'i ax Number: C `TT '� Mailing A dress:City, State, Zip: PLEASE READ BEFORE SIGNING: I certify that 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 EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signa re (RequDate: �L 11 c eLyt" oir k I AUti4 Applicant Signature: Date: FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: permit app Date: WRJ-5 '74 Application must be complete where applicable. Type or .)rint in BLACK INK. No overstrikes or erasures unless initialed. C �RADO DIVISION OF WATER RESO SES, 101 W.mbine Bldg., 1845 Sherman St., Denver, Colt 80203 RECEIVE,0 PERMIT APPLICATION FORM `� y (X) A PERMIT TO USE GROUND ',NATER �`� 01'76 (.,:-) A PERMIT TO CONSTRUCT A WELL WATER RESOURCE FOR: (X) A PERMIT TO INSTALL A PUMP SIATE ENGINEER COLO. ( ) REPLACEMENT FOR NO. ( )OTHER (1) APPLICANT - mailing address NAME All/rl_�y IT L/4IVP /r? /4E STREET 27J.5 SCO jT' WOOD CITY k'3Rlivrl-E01V MICNl6'9,�/ (state) (Zip) TELEPHONE NO. 3/3-222-2 XA27 (2) LOCATION OF PROPOSED WELL County P t T K. r H S� '/< of the N� '/., Section 14 Twp.15' Rng. bLU 6 P.M. (3) WATER USE AND WELL DATA ''roposed maximum pumping rate (gpm) 15 G Pte• Average annual -mount of ground water to be appropriated (acre-feet): Number of acres to be irrigated: Proposed total depth (feet): Aquifer ground water is to be obtained from: Owner's well designation LA R GROUND WATER TO BE USED FOR: (X) HOUSEHOLD USE ONLY . no irrigation (0) ( I DOMESTIC (1) ( ) INDUSTRIAL (5) ( ) LIVESTOCK (2) ( ) IRRIGATION (6) ( 1 COMMERCIAL (4) ( ) MUNICIPAL (8) OTHER (9) (4) DRILLER Street -��C) / 2�2 - City n c. 7 - Telephone Telephone No. 92 9-3 3 7 3 Lic. No. 5:52`/ FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No. I. 2�, Basin Dist. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. APPROVED FOR HOUSEHOLD USE ONLY, FOR ONE (1) SINGLE FAMILY DWELLING AND NOT TO BE USED FOR IRRIGATION. THE RETURN FLOW FROM THE USE OF THIS WELL MUST BE RETURNED TO THE SAME STREAM SYSTEM IN WHICH THE WELL IS LOCATED, TO ASSURE THAT THE RETURN FLOW IS TO BE RETURNED TO THE SAME STREAM SYSTEM, AN INDIVIDUAL -WASTE-WATER DISPOSAL SYSTEM, WHEN USED, MUST BE OF, THE NON-EVAPORATIV- TYPE. APPLICATION APPROVED PERMIT NUMBER 82887 DATE ISSUED MAR 18 197 EXPI RATI ATE MAR 1 1978 '��P[Jr,I'j�'IS FATE ENGI�VEERI B Y / Q ✓s'GC /G L� __ _. (:OI IN I Y �, (5) THE LOCATION OF THE P 'SED WELL ;md ,1w rca on which the water will be uaal rlultl.,licatlal nn the tlraypanl hclnw. Ute the CE:NTEH !;`(,IION (1 %vtnim, 6,10.wiv-.) lul Ilu••,rrll 14w.11i'm. } 1 IL 1 MILE, 5200 FEET )• — I NORTH f— r 1 I 4- 1 -1 4- 4- 1 4- - -i- - NORTH SECTION LINE w . — -t- -- I- — — - Z_ D JNI I z I I to O m _j - (n[ z Z F- I 3 -t- -� z r^ 4•- I 1 SOUTH SECTION LINE — 4 -i 4 4- 4- I - -1- - 4-- 4- - + The scale of the diagram is 2 inches = 1 mile Each small square represents 40 acres. WATER EQUIVALENTS TABLE (Rounded Figures An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 5 will require approximately 1 rcre•foot of wat.!r per year. 1 acre-foot ... 43,560 cubic feet ... 325,9U0 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. L MUST BE LOCATED B .nrrV by ..•• `In:n .r•cUrul hlw%. No Cr line ft. from _ CAS sec. (1! �• (^a51 ur wail) LOT _BLOCK FILING s _ SU(:I) VI`;li)N _�✓��)r`"r t�u:i� i�l�rory �n % (7) TRACT ON WHICH WELL WILL BE LOCATED Owner:1-19101m16 No, of acres �? • %q 9 Z . Will this be the only well on this tract? W S (8) PROPOSED CASING PROGRAM Plain Casing in. from ft. to ft. in. from ft. to ft. Perforated casing —_ in. from.5 0 ft. to '5_0 ft. in. from ft. to f • •_ (9) FOR REPLACEMENT WELLS givedistanc and direction from old well and plans for pluggin it: ,q . (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s): ANC ri IT ci'a/77 i // No. of acres: �- 7�(Fz ` �L . •; F{ C 7l vice /)S Sc= Ila /yz /,/ _ 7�C' � /7' `!y Qli GC2 '-egal description: -Z (11) DETAILED DESCRIPTION of the use of ground water:Househuld use and domestic wells must indlcote type of di-posol systerr to be used./ecus -, oUn llSc QAl _ TSE D/ -Seo SgL_ 6,(-) Rr I S c WTI e ?'fi (12) t_)jER_VL4JE3RIGHTS used on this land, including wells. 7yhe or right Used for (purpose) De,criplion of land on which used -/)CC7_ 1/0, 75* x) Tlc .v A L . (13) T 'r A,)PLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS Th- - TO THE 3EST OF HIS KNOWLEDGE. SrGNATURF OFs1PPL/C PJrts, ISP ; I I � The scale of the diagram is 2 inches = 1 mile Each small square represents 40 acres. WATER EQUIVALENTS TABLE (Rounded Figures An acre-foot covers 1 acre of land 1 foot deep 1 cubic foot per second (cfs) ... 449 gallons per minute (gpm) A family of 5 will require approximately 1 rcre•foot of wat.!r per year. 1 acre-foot ... 43,560 cubic feet ... 325,9U0 gallons. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. L MUST BE LOCATED B .nrrV by ..•• `In:n .r•cUrul hlw%. No Cr line ft. from _ CAS sec. (1! �• (^a51 ur wail) LOT _BLOCK FILING s _ SU(:I) VI`;li)N _�✓��)r`"r t�u:i� i�l�rory �n % (7) TRACT ON WHICH WELL WILL BE LOCATED Owner:1-19101m16 No, of acres �? • %q 9 Z . Will this be the only well on this tract? W S (8) PROPOSED CASING PROGRAM Plain Casing in. from ft. to ft. in. from ft. to ft. Perforated casing —_ in. from.5 0 ft. to '5_0 ft. in. from ft. to f • •_ (9) FOR REPLACEMENT WELLS givedistanc and direction from old well and plans for pluggin it: ,q . (10) LAND ON WHICH GROUND WATER WILL BE USED: Owner(s): ANC ri IT ci'a/77 i // No. of acres: �- 7�(Fz ` �L . •; F{ C 7l vice /)S Sc= Ila /yz /,/ _ 7�C' � /7' `!y Qli GC2 '-egal description: -Z (11) DETAILED DESCRIPTION of the use of ground water:Househuld use and domestic wells must indlcote type of di-posol systerr to be used./ecus -, oUn llSc QAl _ TSE D/ -Seo SgL_ 6,(-) Rr I S c WTI e ?'fi (12) t_)jER_VL4JE3RIGHTS used on this land, including wells. 7yhe or right Used for (purpose) De,criplion of land on which used -/)CC7_ 1/0, 75* x) Tlc .v A L . (13) T 'r A,)PLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS Th- - TO THE 3EST OF HIS KNOWLEDGE. SrGNATURF OFs1PPL/C PJrts, ISP ; FIRST FLOOR NOTE. -NOT TO SCALE THIS IS A ROUGH DIAGRAM ONLY, WALL LOCATIONS ARE NOT EXACT FAIRS ASHER RYER 'NK ALF BATH 'NK FRE PLACE BASEMENT FLOOR PROPERTY LAYOUT :E POLK PROPERTIES LLC. KEVIN JONES 5134 SNOWMASS CREEK ROAD SNOWMASS, CO 81654 C 0 POLK PROPERTIES, LLC 5134 SNOWMASS CREEK ROAD SNOWMASS, CO 81301 (970) 923-6402 August 31, 2015 Kurt Dahl Environmental Health Manager 76 Services Center Road Aspen, CO 81611 Re: Onsite Wastewater Treatment (OWTS) Construction Permit Application 5134 Snowmass Creek Road, Snowmass, Colorado Dear Mr. Dahl; Enclosed, please find a OWTS Construction Permit Application, with the required documents (site plan, building floor plan, well permit, onsite OWTS inspection report with from CBO Inc, Carla Ostberg) for a septic tank replacement at the above address. Please contact me with any questions. Sincerely, Polk am Kevin jbnes, Manager Office/Home: (970) 923-6402 Cell: (970) 948-8338 Email: kjones98@hotmail.com Vq August 30, 2015 Kevin Jones Kiones98(abhotmail.com Septic Tank and Pump Specifications 5134 Snowmass Creek Road Pitkin County, Colorado Kevin, CBO Inc. performed an onsite wastewater treatment system (OWTS) inspection for the subject property on August 26 and 28, 2015. The property is located outside in Old Snowmass, in an area where OWTSs and wells are necessary. The legal description of the 8.0 -acre property, currently owned by Polk Properties, LLC is described as follows per Pitkin County Assessor's website: Section: 14 Township: 9 Range: 86 Parcel desc by M/B excepting from the above desc. Parcel 0.61 AC M/L which is occupied by Snowmass Creek Rd BK 268 PG 53 BK 347 PG 444 BK 425 PG 852 BK 445 PG 860 EXISTING CONDITIONS A 4 -bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS is documented by Pitkin County Health Department Permit Number 76025 and given final approval on July 26, 1978. The OWTS was designed to serve 3 -bedrooms and is an "elevated engineered bed to be installed per Eldorado Engineering design and specifications of 5/30/78 Job #78168." The original permit and associated design are enclosed. The OWTS consists of one 1250 -gallon septic tank followed by a pump chamber. Effluent is pumped to 20' x 28.5' mounded soil treatment area (STA) with a 1.5 -inch diameter pump line and manifold. Laterals are 1 -inch diameter with %-inch diameter orifice holes, facing down, 30 -inches on center, according to Eldorado Engineering specifications. The septic tank is located in a landscaped area near the stairs on the northeast side of the house. A lined pond is located north of the house, with a lined stream exiting the pond and traveling over the septic tank, where it transitions into a culvert. It appears the pond and stream were constructed sometime after the installation of the OWTS. Stream from pond above CBO Inc. 33 Four Wheel Drive Road `� Carbondale, CO 81623 f 4 cell) 970-309-5259 office) 970-704-0484 carla.ostberg(�)gmail.com .n August 30, 2015 Kevin Jones Kiones98(abhotmail.com Septic Tank and Pump Specifications 5134 Snowmass Creek Road Pitkin County, Colorado Kevin, CBO Inc. performed an onsite wastewater treatment system (OWTS) inspection for the subject property on August 26 and 28, 2015. The property is located outside in Old Snowmass, in an area where OWTSs and wells are necessary. The legal description of the 8.0 -acre property, currently owned by Polk Properties, LLC is described as follows per Pitkin County Assessor's website: Section: 14 Township: 9 Range: 86 Parcel desc by M/B excepting from the above desc. Parcel 0.61 AC M/L which is occupied by Snowmass Creek Rd BK 268 PG 53 BK 347 PG 444 BK 425 PG 852 BK 445 PG 860 EXISTING CONDITIONS A 4 -bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS is documented by Pitkin County Health Department Permit Number 76025 and given final approval on July 26, 1978. The OWTS was designed to serve 3 -bedrooms and is an "elevated engineered bed to be installed per Eldorado Engineering design and specifications of 5/30/78 Job #78168." The original permit and associated design are enclosed. The OWTS consists of one 1250 -gallon septic tank followed by a pump chamber. Effluent is pumped to 20' x 28.5' mounded soil treatment area (STA) with a 1.5 -inch diameter pump line and manifold. Laterals are 1 -inch diameter with %-inch diameter orifice holes, facing down, 30 -inches on center, according to Eldorado Engineering specifications. The septic tank is located in a landscaped area near the stairs on the northeast side of the house. A lined pond is located north of the house, with a lined stream exiting the pond and traveling over the septic tank, where it transitions into a culvert. It appears the pond and stream were constructed sometime after the installation of the OWTS. Stream from pond above Looking toward upper pond August 26, 2015 View of tank lids OWTS INSPECTION View of mound and stream During the inspection on August 26, 2015, we observed the septic tank and pump chambers and viewed the mounded STA. Water in the house was turned on and run for over 30 minutes. We discussed replacement of the septic pump that occurred in approximately 2008. The pump is a Water Ace, purchased from Lowes. There is no alarm or control panel associated with this pump. We observed the breaker in the garage (#34 labeled 'outside plugs") which is connected to the septic pump. Both septic tank manhole lids were accessible from grade for the 1250 -gallon septic tank. There are 3 risers on the manholes. The septic tank appeared to be over -full. We observed water running through the clean out near the house into the inlet tee. Water level in the inlet tee was high. The outlet tee was not observed during this visit. We were able to measure approximately 14 -inches of sludge in both the inlet and outlet sides of the septic tank. The pump chamber manhole was also accessible from grade. We were not able to observe effluent coming into this chamber and did not observe the pump. The mounded STA was walked and there was no evidence of surface saturation or failure at the time of the inspection. No observation ports were present in the field area. Given the inability to verify necessary components, we decided to return at a later date and have the septic tanks pumped. outlet side WKINW, 1 Pump chamber (pump not visible) © 0 Wiring in pump chamber Electrical box on side of house Mound August 28, 2015 -esker #34 for pump We arrived for the inspection on August 28, 2015 prepared to pump the septic tanks; however, the levels upon arrival appeared to be normal and not over -full. The outlet tee of the 1250 -gallon tank was now visible, as was the pump in the pump chamber. A small trickle of water appeared to be entering the septic tank through the course of the time we were on site. The inlet tee was cocked slightly upward. Water was entering the septic tank, exiting the outlet tee, and entering the pump chamber properly. The stream over the septic tank was OFF upon arrival. We turned the stream back ON and shortly after turning it back on, water began to infiltrate into the septic tank. We concluded that there was a breach in the stream liner or culvert and the septic tank was not water tight and would not pass the inspection. Replacement of the septic tank is necessary. OWTS DESIGN The existing 4 -bedroom residence could potentially be increased in the future. We are sizing the septic tank to accommodate a future remodel. Maximum use will depend on total bedroom count and square footage of the residence. This tank capacity could accommodate either a 5 -bedroom residence with less than 6000 square feet of living area OR a 4 -bedroom residence with greater than 6000 square feet of living area. The OWTS could be modified in the future by adding septic tank capacity. In any case where a remodel is proposed, the STA capacity will need to be increased. The existing septic tanks will be pumped and removed. A new 2000 -gallon, two-compartment concrete septic tank will be installed in the same approximate location as the existing septic tanks. The stream over the area of the septic tank must be re-routed, must be properly lined, and must be at least 10 -feet from any OWTS component. Due to high groundwater in the area, the septic tanks may need to be anchored. This office must be contacted to determine if anchoring is necessary. Specifications for both the septic tank and deadmen have been enclosed. The existing sewer line from the house to the new 2000 -gallon tank may be cast iron. Pipe material must be in good condition in order to connect the new, 4 -inch diameter SDR -35 PVC pipe. In the case the pipe is found to be in poor condition, this pipe must be replaced. The new 4 -inch diameter pipe must have a minimum 2% slope to the septic tank. The existing pump line must be replaced with a new 1.5 -inch diameter Schedule 40 pipe from the new 2000 -gallon septic tank to the existing manifold of the STA. The pump line must be set with a minimum 1 % grade for proper drain back after each pump cycle. If any component is found not to be in good working order, this office must be contacted. The second compartment of the new 2000 -gallon septic tank will house an Orenco® EasyPak pumping system. An Orenco® PF5005 pump must be used and floats set to dose approximately 90 gallons each pump cycle. We have specified this pump using criteria outlined in the Eldorado Engineering design, in addition to making some assumptions, such as exact distance and elevation difference from the tank to the manifold. We also used 7/32 -inch diameter rather than 1/4 -inch diameter orifice holes as the orifices are likely experiencing some clogging and the diameters may have decreased. Eldorado Engineering specifications called for a 300 -gallon dose. We do not believe this size dose is appropriate and have specified a smaller dose. The pump curve is also enclosed. OTHER RECOMMENDATIONS During the inspection on August 28, 2015, there was a trickle of water coming into the septic tank. We recommend that all fixtures be checked to assure there are no leaks. We also understand that there is a Reverse Osmosis (RO) system to treat potable water in the residence. These systems discharge large quantities of water that do not require treatment through the OWTS. We recommend water discharged from the RO system be routed to a separate means of disposal, such as a drywell. 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 absorption area. 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. 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. 3 ADDITIONAL CONSTRUCTION NOTES M If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. 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. 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. LIMITS: The design is based on information submitted. 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. � h Ca oh"Z'''s Carla Ostberg, MPH, REHS arc. u 'T 7 , . . DUP< (C A 6 PITKIN COUNTY HEALTH DEPARTMENT PERMIT NUMBER Owner Owner's Mailing Iddress ?_qZ..r Contractor Address System's Contractor's Name t•!?'f- Address 1- Y `l _ g4 RECEIPT NUMBER -207/ID Phone No. - / _ 3 - 32- c a Phone No A 4 Legal Description Lot Size Type of Building by ' U / Number of Bedrooms Type of Wa er Supply _ / 4 Owner's Signature ate ,r 19 7 PLOT PLAN: ATTAC D AS REQUIRED Type of Individual Sewage Disposal System �Ul-r)C-7�n/K - /"!J/tItV Zz'eV47-co REQ Type of Soil or Soil Classification _& QTY LOA N1 Proximal Location of Bedrock /VDTD�T�2M/NcD ' %F.e 7-H19AJ Proximal Location of Ground Water Table FEET 6,62 0cc) �'U�e F,4c _ Percolation Test Date S--2V`7Y —/57 Minutes Per Inch Minimum Recommended Absorption System Size Minimum Recommended Tank Size Special Conditions of Issue: NOTICE When properly signed for issuance, this application �4E✓,�� /G/��E� r _ becomes your permit. Application valid one year from L/+� ,6CD / C) t3C IAI ,} //!L data. If an individual sewage disposal permit Is issued r� d // for property on which no bui!ding permit has been PFJ /G� AI0 issued, the individual sewage disposal permit shall expire 120 days after its issuance If construction has ,/ ^ f /�� , ,S' OF �/jO � ry 011 � "J� / � � not been commenced. Any change in plans or specl- t.r! (�/T ,V J O LJ / I fications after the permit has been issued invalidates AA1y the permit, unless approval is secured from the Health /7 �7 (• Officer for such Cheng PP A roved for Issuance By� Date 7-� � 7 FINAL INSPECTION APPROVAL ' Date (Drawing of System 14�CA IS) NL k a ' 9: 6 L P a 'F i � _ tom. � ee�r�� A.� •�1' h � .. a �:.,•.. . �... a -x -�. , .. .•x... __ .-. - ,..... ......-....__ ..s . -=o ..�" ,-rr........,. r :a«,..w � .C-:.' ..,-.1� _ ":q,: y�g�"`,• _ .,i SI '+Qh �` .:''ra'_ .. j I V, • II, Fi 1 �'ri l �v � INN a Z.4 e v r. . b/ K8 asst• �nv_K. �, Zti � �� Az ON. 45 Ac .. ..s JY. i X 2000 Gallon Top Seam Item 0 Two Compartment 2000T-2CP-HH with High Head Pump DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 87.75 ft2 7 " • 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 • Secondary safety screen available with i PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'-0" 3'-0" "2'1'-0" 3'-0- -0" 2' 0" 4'-0" 3'-0" 4'-0" DRY 4' — 0- t 162" TOP View 24" Min. Fkxble Wires to , Height Boot utyl Rubber PanelIck Dlsoonnect Sealant I Valor *Service contracts available for maintenance* Digging Specs Invert Dimension E15' Long x 8' Wide Inlet Outlet Length Width 56" below inlet 56" 73" 162" 78" IN ■ 3! 1IQ 157" - Pump: Section • Homers TSS and Improves effluent quality to field View • Easkat pump system to maintain an tt19 market • Complete Installation (YA", pwW, mounting and start-up procedures) • Complete wall" s Net Capacity Net Weight Min. Height Inlet Side Outlet Total Lid Tank Total 92" 1559 gal 507 gal 2066 gal 5420 lbs 15530 lbs 21150 lbs Water & (719) 395.6764 28005 Co. Rd" 317 wastewater P.O. BOK 925 • VALLEY ; Systems Fax: (719) 395-3727 Buena Vis t% CO 81211 ��IZECCA�'T, Inc. *Service website: wwH►.v�leyprecastoom Email: trontdesk@valleyprecastoom E Item # Tank Deadman DM (Anti Buoyancy) Top View Section View 2411 0 - 2411 - • #4 Rebar Lifting Eye • 6000 psi concrete • 600 lbs • Cable is not provided 1111 � a. Suggested Installation: - 2311 - Two 3/e" Cables (Not provided) 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. Water & Wastewafirr (719) 595 76428005 Rd 317 P.O.. Bcx925 VALLEY : Systems�Fax: (719) 3953727 euenavls�, 0081211 PRECAST, Inc. *Service Wehslbe: www.valleyprecastcom Email: fron1desk@va11eyprec ast oom 0 a. . � G d' • #4 Rebar Lifting Eye • 6000 psi concrete • 600 lbs • Cable is not provided 1111 � a. Suggested Installation: - 2311 - Two 3/e" Cables (Not provided) 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. Water & Wastewafirr (719) 595 76428005 Rd 317 P.O.. Bcx925 VALLEY : Systems�Fax: (719) 3953727 euenavls�, 0081211 PRECAST, Inc. *Service Wehslbe: www.valleyprecastcom Email: fron1desk@va11eyprec ast oom C CES Project: 15-18.04 Sheet 1 of 5 PREPARED FOR: Valley Precast, Inc. 28005 CO. RD 317 Buena Vista, CO 81211 BUOYANCY ANALYSIS FOR: Standard Septic Tank 1,500 Gallon Top Seam 5'-8" x 11'-0" x 5'-8" O.D. SPECIALTY ENGINEERING SERVICES PROVIDED BY: Concrete Engineering Solutions, LLC 101 Pine View Estates Mountain Top, PA 18707 Phone: 570-868-2081 Fax: 570-868-2082 4/8/15 OD in 11'-0" v BUOYANCY SUMMARY (6—DEADMEN REQ'D WHEN NOTED) MIN. EARTH FILL WATER TABLE BELOW GRADE (MIN.) DEADMEN REQ'D? 0'-0" 0'-0" YES 2'-6" 0'-0" NO 0'-0" 2'-6" NO PRECAST DEADMAN 600 LB. WT. (TYP.) SEE TABLE WHEN REQ'D 1. MINIMUM SAFETY FACTOR TO RESIST BUOYANCY: 1.05 2. BUOYANCY ANALYSIS BASED UPON 120PCF SOIL AND 150PCF CONCRETE. 3. DEADMAN CABLE DESIGN AND DETAILS BY OTHERS. (2,000 LB MIN. SAFE WORKING LOAD REQ'D). 4. SEE VALLEY PRECAST SHOP DRAWINGS FOR ADD'L TANK DETAILS. PLAN VIEW 4" SHEET2 OF s 5'-8"(SHOWN) x 11'-0" a" 5'-0'(SHOWN) x 10'-4" a" PREPARED FOR: VALLEY PRECAST, INC. 28005 CO. RD 317 BUENA VISTA, CO 81211 PHONE: 719-395-6764 FAX: 719-395-3727 SPECIALTY ENGINEERING PROVIDED BY: CONCRETE ENGINEERING SOLUTIONS, LLC LJ 101 PINE VFW ESTATES 4] MOLMfAIN TOP, PA 18707 . PHONE: 570-868-2081 FAX: 570868-2082 VALLEY ITEM # 1500T-2CP BUOYANCY REQUIREMENTS STANDARD SEPTIC TANK I 1,500 GALLON TOP SEAM r,'_R".11'_n"�r,'_R11 n n L- N.T.S. Ia>E 4/8/15 IDR*w en SDG koro. w. RS -1500T pmmm k 15-18.04 1-- 1 OF 1 CONCRETE ENGINEERING SOLUTIONS, LLC 101 PINEVIEW ESTATES MOUNTAIN TOP. PA 18707 PHON E:570-868-2081 150 pcf PRECAST VAULfAX: 570-868-2082 BUOYANCY CHECK 0.35 kips (Structure @ Grade) Earth Cover (Watertable @ Grade) Min. With Concrete Deadmen 0.00 ft. DESCRIPTION Top of structure above gradeE Length 10.33 ft. Width 5.00 ft. Height 4.92 ft. Wall Thickness 4.00 in. Base Thickness 4.00 in. Cover Thickness 5.00 in. Anti -Flotation Slab Thickness 0.00 in. Base extension - short end 0.00 in. Base extension - long end 0.00 in. Quantity of Deadmen 6 Base length 11.00 ft. Base width 5.67 ft. Project: Customer: Job Number: File Name: Entered By: Date: Sheet: Unit Weight of Soil 120 pcf Soil Unit Weight of Concrete 150 pcf 3.89 kips Buoyant Weight of Deadmen 0.35 kips (2'*2'*1'*87.6pcf) Earth Cover 0.00 ft. Min. Water table - ft. below grade 0.00 ft. Soil over deadmen Top of structure above gradeE 0.00 ft. 2.10 kips Depth: F.G. to bottom of base 5.67 ft. DOWNWARD FORCES: Soil 0.00 kips Cover 3.89 kips Walls 7.87 kips Base slab 3.12 kips Anti -Flotation Slab 0.00 kips Soil over base extension 0.00 kips Soil over deadmen 6.46 kips Deadman Wt 2.10 kips Other 0.00 kips Total 23.44 kips UPWARD BUOYANT FORCE: 22.05 kips Difference= 1.39 kips Required Safety Factor for Buoyancy 1.05 Safety factor= 1.06 OK Standard Septic Tank 1500T Valley Precast 15-18.04 Buo anc SlabConnection.xls SDG 4/8/2015 3 of 5 Denotes input field CONCRETE ENGINEERING SOLUTIONS, LLC 101 PINEVIEW ESTATES MOUNTAIN TOP. PA 18707 PHONE: 570-868-2081 PRECAST VAULfAX: 570-868-2082 BUOYANCY CHECK (Watertable @ Grade) With Min. Fill W/O Deadmen DESCRIPTION Length 10.33 ft. Width 5.00 ft. Height 4.92 ft. Wall Thickness 4.00 in. Base Thickness 4.00 in. Cover Thickness 5.00 in. Anti -Flotation Slab Thickness 0.00 in. Base extension - short end 0.00 in. Base extension - long end 0.00 in. Quantity of Deadmen 0 Base length 11.00 ft. Base width 5.67 ft. Project: Customer: Job Number: File Name: Entered By: Date: Sheet: Unit Weight of Soil 120 pcf Soil Unit Weight of Concrete 150 pcf 3.89 kips Buoyant Weight of Deadmen 0.35 kips (2'"2" `1'*87.6pcf) Earth Cover 2.50 ft. Min. Water table - ft. below grade 0.00 ft. Soil over deadmen Top of structure above gradel 0.00 ft. 0.00 kips Depth: F.G. to bottom of base 8.17 ft. DOWNWARD FORCES: Soil 18.69 kips Cover 3.89 kips Walls 7.87 kips Base slab 3.12 kips Anti -Flotation Slab 0.00 kips Soil over base extension 0.00 kips Soil over deadmen 0.00 kips Deadman Wt 0.00 kips Other 0.00 kips Total 33.58 kips UPWARD BUOYANT FORCE: 31.77 kips Difference= 1.81 kips Required Safety Factor for Buoyancy 1.05 Safety factor= 1.06 OK Standard Septic Tank 1500T Valley Precast 15-18.04 Buo anc SlabConnection.xls SDG 4/8/2015 4 of 5 Denotes input field CONCRETE ENGINEERING SOLUTIONS, LLC 101 PINEVIEW ESTATES MOUNTAIN TOP. PA 18707 PHONE: 570-868-2081 PRECAST VAULfAX: 570-868-2082 BUOYANCY CHECK (Structure @ Grade) DESCRIPTION 120 pcf Length 10.33 ft. Width 5.00 ft. Height 4.92 ft. Wall Thickness 4.00 in. Base Thickness 4.00 in. Cover Thickness 5.00 in. Anti -Flotation Slab Thickness 0.00 in. Base extension - short end 0.00 in. Base extension - long end 0.00 in. Quantity of Deadmen 0 Base length 11.00 ft. Base width 5.67 ft. Project: Customer: Job Number: File Name: Entered By: Date: Sheet: Unit Weight of Soil 120 pcf Unit Weight of Concrete 150 pcf Buoyant Weight of Deadmen 0.35 kips (2'*2'*1'*87.6pcf) Earth Cover 0.00 ft. Min. Water table - ft. below grade 2.50 ft. Top of structure above grade[ rade - 0.00 ft. Depth: F.G. to bottom of base 5.67 ft. DOWNWARD FORCES: Soil 0.00 kips Cover 3.89 kips Walls 7.87 kips Base slab 3.12 kips Anti -Flotation Slab 0.00 kips Soil over base extension 0.00 kips Soil over deadmen 0.00 kips Deadman Wt 0.00 kips Other 0.00 kips Total 14.88 kips UPWARD BUOYANT FORCE: 12.33 kips Difference= 2.55 kips Required Safety Factor for Buoyancy 1.05 Safety factor= 1.21 OK Standard Septic Tank 1500T Valley Precast 15-18.04 Buo anc SlabConnection.xls SDG 4/8/2015 5 of 5 Denotes input field *Note: Watertable must be at least 2.50' below grade to resist buoyancy. u Bilotube" EasyPak'm Pump Package Applications Orenco's Biotube`a EasyPak" Pump Package is the first pump package designed specifically for use in pump tanks to filter and pump effluent to dispersal.* It includes the following components: • EasyPak" pump vault • 4 -inch turbine effluent pump • Biotube' filter cartridges (3) • Flow inducer • Float switches with sliding collars • Discharge plumbing assembly • Splice box • Control panel (demand dosing or timed dosing) The kit saves time for the installer and protects the drainfield from clog- ging. Choose a system for demand dosing (to a gravity drainfield) or timed dosing (to a pressurized drainfield or mound). * Patent pending Combining components for filtration, pumping, and control, the EasyPak " Pump Package installs quickly in any pump tank (purchased separately) and allows pump- ing to nearly the bottom of the tank. APS -PTV -1 Rev. 1.2, © 05/09 Orenco Systems®, Inc. Standard Features & Benefits • A complete system in one box • Drops right into a pump tank • All parts designed to work together • Vault keeps out sludge, but allows pumping to nearly the bottom of the tank to meet large reserve capacity requirements • Turbine pump lasts four times longer than centrifugal pumps and is war- rantied for five years • Turbine pump with- stands the frequent starts and stops that timed dosing requires • Patented Biotube° filter has 14 ft2 of filter area • Snap -in float stem and adjustable float collars keep floats securely in position, speeding installa- tion and servicing • Built of molded ABS and PVC for long life • Demand dosing and timed dosing sys- tems available • Easy to select, install, and maintain • To order your free EasyPak Design Aid CD-ROM, call Orenco at 800-348- 9843. Or you can download every- thing on the CD by visiting the home page of orenco.com and clicking on "New Products" or the EasyPak graphic. The EasyPak'" Pump Package replaces pump -on -a -block" systems with a complete package thats easy to install and maintain. Orenco Systems Incorporated Changing the Way the World Does Wastewater' 1-800-348-9843 www.orenco.com Biotube° EasyPak' Components Control panel • Demand -dosing systems: Simplex electro- mechanical panel • Timed -dosing systems: Choice of analog or digital timer panel Snlir.a hnx" 'External splice box also available Model Code for Ordering BEP U U U 1 Float tree E i Float tree bracket14 £ Flow inducer Biotube® filter cartridges (3) M EasyPak'' vault TI Discharge assembly: Blank = Standard DB = Drainback CW = Cold weather Panel: DD = Demand dosing TDA = Timed dosing, analog TDD = Timed dosing, digital Pump flow rate (nominal): 10 = 10 gpm (0.6 Usec) with 1/a -in. (6 -mm) flow control 50 = 50 gpm (3.2 Usec) Biotube EasyPak- pump vault, 15 -inch (380 -mm) vault F1 } Discharge plumbing assembly (Cold -weather and drainback discharge assemblies also available) Float switches with collars • Demand -dosing systems: high-level and on/off • Timed -dosing systems: high-level, timer off, and redundant off To Order 4 -in. turbine effluent pump (10, 30, or 50 gpm) Call your nearest Orenco Systems, Inc. distributor. For nearest distributor, call Orenco at (800) 348-9843, or go to orenco.com and click on "Distributor Locator." Distributed By: PF Series 4 -inch (100 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube° pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor Discharge Connection — Bypass Orifice — Suction Connection Powered by S�® Franklin Electric C US LR80980 LR2053896 Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance` • Patented 178 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI -SEAL TM floating impeller design on 10, 15, 20, and 30 gpm (0.6, 1.0, 1.3, and 1.9 L/sec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 L/sec) models • Franklin Electric Super Stainless motor, rated for continuous use and frequent cycling • Type SOOW 600-V motor cable • Five-year warranty on pump or retrofit liquid end from date of manu- facture against defects in materials or workmanship Not applicable for 5 -hp (3.73 kM models Standard Models See specifications chart, pages 2-3, for a list of standard pumps. For a complete list of available pumps, call Orenco. Product Code Diagram PF❑❑❑❑-❑ Tord length, ft (m):1 Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115" 200 = 200 2 = 2301 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (kM: 03 = 'A hp (0.25) 05 = Y2 hp (0.37) 07 = Y4 hp (0.56) 10 = 1 hp (0.75) 15 = 1-Y2 hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpm (Usec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30(1.9) 50 = 50 (3.2) 75 = 75(4.7) Pump, PF Series ' h -hp (0.37kM only 1220 volts for 50 Hz pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-Y2 hp Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, 0 09/14 Page 1 of 6 0 • Specifications, 60 Hz S Pump Model z 33 = 1CD ea 8 _ cg 'ff J O e E e ai 3 PH 00511 10(0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF100512 10(0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10(0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PH 00712 4, 5 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 '/4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PH 0073200 4.5 10(0.6) 0.75 (0.56) 3 200 208 5.1 5.2 8 1 '/4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 5.6 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 '/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PF10103200 1.6 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 '/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6, i, 6 10(0.6) 2.00 (1.49) 1 230 240 12.1 12.1 18 1 '/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5,6,8 10(0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5, 6.8 10(0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 '/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PF150311 15(1.0) 0.33 (0.25) 1 115 120 8.7 8.8 3 1 '/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(1.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 '/4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF200511 20(1.3) 0.50 (0.37) 1 115 120 12.3 12.5 4 1 '/4 in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20(1.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 '/4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20(1.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 '/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4.5 20(1.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 '/4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4.5 20(1.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 '/4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4.5 20(1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 '/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4.5 20(1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 '/4 in. GFP 30.7 (780) 20 (508) 35 (16) 300 PF300511 30(1.9) 0.50 (0.37) 1 115 120 11.8 11.8 3 1'/4 in. GFP 21.3 (541) 20 (508) 28 (13) 300 PF300512 30(1.9) 0.50 (0.37) 1 230 240 6.2 6.2 3 1'/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF30053200 30(1.9) 0.50 (0.37) 3 200 208 3.6 3.6 3 1 '/4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30(1.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 Y4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30(1.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 Y4 in. GFP 24.6 (625) 21 (533) 30 (14) 300 PF301012 4 30(1.9) 1.00 (0.75) 1 230 240 10.4 10.4 6 1 '/4 in. GFP 27.0 (686) 22 (559) 32 (15) 100 PF30103200 4 30(1.9) 1.00 (0.75) 3 200 208 5.8 5.8 6 1 '/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 '/4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4.5 30(1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 '/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4.5 30(1.9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 '/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5.6, 7 30(1.9) 2.00 (1.49) 1 230 240 11.0 11.0 10 1 '/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 1,6 30(1.9) 2.00(l.49) 3 200 208 9.3 9.3 10 1 '/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 1.6.7. a 30(1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 '/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5,6,6 30(1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 '/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5,6.7.8 30(1.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5,6,8 30(1.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, 8.8 30(1.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50(3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50(3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50(3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50(3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50(3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50(3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50(3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50(3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Suthedin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, O 09/14 Page 2 of 6 Specifications, 60 Hz (continued) Pump Model �a EL E E o �o 19 Ca e 3 PF500734 50(3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50(3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50(3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50(3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50(3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50(3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4,13, 1 50(3.2) 3.00 (2.23) 1 230 240 17.7 17.7 8 2 in. SS 43.0 (1092) 37 (940) 55 (25) 100 PF50303200 4, 1.1 50(3.2) 3.00 (2.23) 3 200 208 13.1 13.1 8 2 in. SS 43.4 (1102) 30 (762) 55 (25) 300 PF503034 4.5.9 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 1,6a,8 50(3.2) 5.00 (3.73) 1 230 240 26.2 26.4 13 2 in. SS 65.4 (1661) 55 (1397) 64 (29) 300 PF505032 5, ZI 50(3.2) 5.00 (3.73) 3 230 240 16.5 16.5 13 2 in. SS 59.3 (1506) 49 (1245) 64 (29) 300 PF751012 75(4.7) 1.00 (0.75) 1 230 240 9.9 10.0 3 2 in. SS 27.0 (686) 27 (686) 34 (15) 100 PF751512 75(4.7) 1.50 (1.11) 1 230 240 12.1 12.3 4 2 in. SS 33.4 (848) 30 (762) 44 (20) 100 Specifications, 50 Hz Pump Model PF100552 10(0.6) 0.50 (0.37) 1 220 230 3.9 4.1 6 1 '/4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4.5 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 '/4 in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5,6 10(0.6) 1.50(1-11) 1 220 230 10.5 11.4 18 1'/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 '/4 in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 '/4 in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30(1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1'/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4.5 30(1.9) 1.50(1-11) 1 220 230 9.3 9.3 8 1 '/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50(3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50(3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50(3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50(3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75(3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 X -in. NPT GFP discharge is 2 718 in. octagonal across flats; the 1 N -in. NPT SS discharge is 2 118 in. octagonal across flats; and the 2 -in. NPT SS discharge is 2 718 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate OrencO discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and i0 -R (3-m) cord. 4 High-pressure discharge assembly required. 5 Do not use cam -lock option (0) on discharge assembly. 6 Custom discharge assembly required for these pumps. Contact Orenco. 7 Capacitor pack (sold separately or installed in a custom control panel) required for this pump. Contact Orenco. 8 Torque locks are available for all pumps, and are supplied with 3 -hp and 5 -hp pumps. Orenco Systems* Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843.541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, O 09/14 Page 3of6 Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon° acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kVA have built-in thermal overload protection, which trips at 203-221° F (95-105° C). Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Vsec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelect" software. Pump Curves, 60 Hz Models 800 700 w as w c 600 2 500 a s 400 v 300 200 100 - I I I PF10 Series, 60 Hz, 0.5 - 2.0 PF1005-FC W11/4" flow controller 0 2 4 6 8 10 12 14 lb Flow in gallons per minute (gpm) 160 140 m e 120 100 80 60 e 40 w 20 0L 0 PF15 Series, 60 Hz, 0.3 hp 3 6 9 12 15 18 21 z4 Flow in gallons per minute (gpm) NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 4 of 6 60 Hz Models (continued) 400 PF20 Series, 60 Hz, 0.5 -1.5 hp w 350 as a 300 250 200 Q 150 a 100 F� 50 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 4VV 400 w as 350 e 300 a 250 as 200 v 150 n 100 1� 50 QI 1 1 1 1 1 1 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 900 w 800 c 700 C 600 500 as t 400 e 300 a ,� 200 100 0 IUU 90 w a� 80 ,e 70 O 60 a = 50 40 ns a 30 20 PF30 Series, 60 Hz, 0.5 - 5.0 hp 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 10 0 0 10 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) Orenco Systems® Inc., 814 Airway Ave., Suthedin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTD-PU-PF-1 Rev. 2.2, m 09/14 Page 5 of 6 s 40 Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal Flow in gallons per minute (gpm), nominal on 1.6 32 4.8 6.3 7.9 9.5 11 13 6.3 13 19 25 32 160 y m140 E c 120 O 100 a ca r 80 � 60 a 12 40 E w 20 n Izu 525 y 100 459 c e � 394 80 •° 2 328 2 O m 60 262 t E 197 ' 40 m a e 131 20 66 328 e 0 e 262 C: 131 E 0 0.1 02 U.3 U.4 U.5 U.6 0.7 0.8 U.9 0 0.4 0.8 1.2 1.6 2.0 2.4 Flow in liters per second (L/sec) Flow in liters per second (Usec) Flow in gallons per minute (gpm), nominal Flow in gallons per minute (gpm), nominal 7Q if; 74 .17 41 4R SR fn in 10 90 aR AR M a7 79 W EME ENIENEEME W-0909 NNERNME 0 =160orbEffillill 114-4.600 Izu 525 y 100 459 c e � 394 80 •° 2 328 2 O m 60 262 t E 197 ' 40 m a e 131 20 66 328 e 0 e 262 C: 131 E 0 0.1 02 U.3 U.4 U.5 U.6 0.7 0.8 U.9 0 0.4 0.8 1.2 1.6 2.0 2.4 Flow in liters per second (L/sec) Flow in liters per second (Usec) Flow in gallons per minute (gpm), nominal Flow in gallons per minute (gpm), nominal 7Q if; 74 .17 41 4R SR fn in 10 90 aR AR M a7 79 W 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Flow in liters per second (Usec) w PF75 Series, 50 Hz, 0.75 kW 27 24 21 PF751062 18 15 12 9 6- 3 - n 0.6 1.2 1.8 2.4 3.0 3.6 4.2 4.8 5.4 6.0 Flow in liters per second (L/sec) M a. a 66 89 79 e c 69 m 59 0 49 a m 39 14 30 20 NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 6 of 6 EME MAE 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Flow in liters per second (Usec) w PF75 Series, 50 Hz, 0.75 kW 27 24 21 PF751062 18 15 12 9 6- 3 - n 0.6 1.2 1.8 2.4 3.0 3.6 4.2 4.8 5.4 6.0 Flow in liters per second (L/sec) M a. a 66 89 79 e c 69 m 59 0 49 a m 39 14 30 20 NTD-PU-PF-1 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 6 of 6 Pump Selection for a Pressurized System - Single Family Residence Project Polk Properties, LLC / 5134 Snowmass Creek Road Parameters Discharge Assembly Size 1.50 inches Transport Length 25 feet Transport Pipe Class 40 gpm Transport Line Size 1.50 inches Distributing Valve Model None % Max Elevation Lift 10 feet Manifold Length 14 feet Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Numberof Laterals per Cell 7 gals Lateral Length 22.5 feet Lateral Pipe Class 40 gals Lateral Pipe Size 1.00 inches Orifice Size 7/32 inches Orifice Spacing 2.5 feet Residual Head 1 feet Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Minimum Flow Rate per Orifice 0.59 gpm Number of Orifices per Zone 70 feet Total Flow Rate per Zone 42.4 gpm Number of Laterals per Zone 7 feet % Flow Differential 1st/Last Orifice 7.8 % Transport Velocity 6.7 fps Frictional Head Losses 0.0 feet Loss through Discharge 5.4 feet Loss in Transport 2.5 feet Loss through Valve 0.0 feet Loss in Manifold 0.4 feet Loss in Laterals 0.2 feet Lossthrough Flowmeter 0.0 feet 'Add-on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line 2.6 gals Vol of Manifold 1.5 gals Vol of Laterals per Zone 7.1 gals Total Volume 112 gals Minimum Pump Requirements Design Flow Rate 42.4 gpm Total Dynamic Head 19.5 feet Orenco Systems" Incorporated CMng;ng rhe Way d - WG U Dm Wk-.,' .ta 140 120 R 60 H 40 M 00 10 20 30 40 50 60 70 Net Discharge (gpm) Pumr)Data PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/23DV 10 6tHz,200'230V3060Hz PF5007 High Head Effluent Pump 50 GPM, 3/4HP 230V 10 60Hz, 200/2301460V 30 60Hz PF5010 High Head Effluent Pump 50 GPM, 1HP 230V 10 60Hz, 200/460V 30 60Hz PF5015 High Head Effluent Pump 50 GPM, 1-1/2HP 230V 10 60Hz, 200V 30 60Hz 3na System Curve:. Pump Curve: Pump Optimal Range Operating Pointo Design Pointo VV