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pitkin.eh.246515300006 (2015)
Permit #: 001 Permit Issued: Owner(s): Asp Property Address Legal Description .2015.powt ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID #: im raLow, 1nasIgo-IN I ❑NEW ❑REPAIR ❑REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ❑AMENDMENT View Mountain Ranch 180D Stone Rd Lot 14 Section 15 Township 8 Size of Lot: 34.436 Acres Size of Building: <6,000 Sq. Ft. 87 West Sopris Ranch Detached Accessory Unit: Size of Accessory Unit: ®YES ❑NO 947 This system is to SErve a 3 -bedroom house and an existing 1 -bedroom CDU (4 -bedrooms total) Designed By: All Servi4e Septic Phone #: Fax #: Project #: C1146 Mailing Address: Email Address: LTAR: 0.5 Profile Hole Depth: N/A Minimum Tank Capacity: 1000 gallons Dated Depth to Groundwater or Bedrock Minimum Absorption Area N/A Sq. Ft. 05/22/2015 ➢ N/A 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 a permit to add a septic tank to an existing OWTS. The new tank would serve a new residence and utilize the existing soil treatment area. Per thje engineer, the existing soil treatment area is adequate to serve 4 bedrooms total. A new 1000 - gallon, two-compartment tank will be installed with a pump installed in the second compartment. Effluent will be pumped to the existing soil treatment area. The existing tank will remain to serve the existing 3 -bedroom residence. The new tank must be a minimum of 50 feet to any, well. 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 tho 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 minim m 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 guarantees 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 fpr the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property own0r(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: 06/24/15 Expires: 06/24/16 Installer: License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: E] fine paiid (:�_ I - "-, Four wheel Drive Rd ALL Carhondale,CO81623 pp 910-309-5259 January 27, 2017 Project No. C1146 Skip Schwester s.schwesterna-plkgddev.com Onsite Wastewater Treatment System (OWTS) Installation Observations 1800 Stone Road Pitkin County, Colorado OWTS Construction Permit 0018.2015.POWT Skip, ALL SERVICE iseptic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on June 22, 2016 and January 26, 2017 for the subject property. Native Ex installed the system. A new 1000-gc'llon, two-compartment concrete septic tank was installed with an Orenco® Biotube Pump Vault and PF3005 pump in the second compartment. The control panel for the pump is located in the garage. Valle Precast personnel performed start up on the pumping system on January 26, 2017. Handle extensions for the effluent filter and float tree will be installed during Valley Precast's next visit to the property. A 2.0 -inch diaoeter transport pipe was installed and runs from the new septic tank to a distribution box at the high point.' A 4 -inch diameter pipe exits the distribution box and gravity flows to the septic tank serving the main residence, entering the side knock -out. 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 I A� Richard H Clean out near CDU Septic tank installation Pump vault 2" pump line % 2" pump line to distribution box 2" pump line 2" pump line :ion box (covered with blue board — accessible from grade) 4" to main septic tank DESIGN N 1 -BEDROOM RESIDENCE (75 GAL/PERSON/DA x 2 PERSONS/BEDROOM x 1 BEDROOM) AVERAGE DAILY FLO N = 150 GALLONS DESIGN FLOW = Q = 1.5 x 150 = 225 GALLONS TANK: 225 x 30 HOUR RETE TION TIME = 281 GALLONS 0' 15' 30' USE 1000-GALLON,TO-COMPARTMENT TANK Scale: 1" = 30'-0" - } _ 1 c `ter-•.•: 1 1 A 1 1 1 1 I 1 I 1 I i .'1.'Y.,bb;:•..,:.: I".'�y, a, it � � � � I ,•`^'`•'•?• r II i 1 1 t I '---_--- -- ____--- jj -1 NOTE: CONTROL PANEL ; i IC UL— LOCATED IN GAr AGE 4" DIA SDR -35 S WLR LINE WITH DOUBLE -SWEEP CLEANOUT NEW 1000 -GALL N, I I 1 I TWO-COMPART ENT, CONCRETE SEPTIC TANK 11 1 I f I jjj I j I WITH'ORENCO'IIUMPING SYSTEM I EXISTING INSPE TIONt{ I 2" PIPE PORTS 2.0" DIA SCH-40 PUMP LINE. 1% MIN. FALL FOR DRAIN BACK I EXISTING STAT REMAINS IN USE. 4 ROWS OF STANDARD INFILTRATORC AMBERS ai..r...".a DISTRIBUTION _ BOX EXISTING D -BOX �. I UNCOVERED AND RISERS / • ,,""Y ADDED FOR ACCESS AT GRADE EXISTING 2000 ALLON, 6 TWO-COMPARTFIENT, v c'..._.<:'• CONCRETE SEPTIC TANK / O WITH EFFLUENT SCREEN TO REMAIN IN U E PIPE \\ Ill DRAWINGS MUST 13E USED IN CONJUNCTION WIT LETTER DATED 01/27/17 n RECORD DRAWING ALL 13 Four Wheel Drive Road Schwester CDU Date: 01/27/17 arbondale, Colorado 81623 1800 Stone Road Designed By: CBO record hone 970.309.5259 Pitkin County, Colorado Kim harta@allserviceseptic.com Reviewed By: RHP Project Number: C1146 Drawn Bv: ANG Sheet 1 of 1 'T4tr 5 1 00tq.2oc5-, po,-J — ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) D CONSTRUCTION PERMIT APPLICATION 78 Service Center Rd Aspen, .9 • 81611 Phone: 970.920.5070 Fax: 970.920.5374.6374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-6160 or at itkinassessor.or : Purpose of Permit El NEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ©TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: �TOA/ 15-- PQ14 LOY: BI }k: '�^ Filing: M � Subdivision: jGu Properly Oener(s)': Email Address: Owner's Mailing Addre s n L City, State, lip't Home Phone: 973 9'F3 P ! O 0 Business Phone: S� `Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not oymer): Company: GI .�v t° r ContacUApplicant Mailing Address: p City, State, zip. KtnAej� j �n Iy} 07 Cell Phone: r'� — Business Phone: b Fax Number: R3 9F3 W r Email Address: Detached Accessory Unit? El NO ES Size of Accessory Unit (square feet): L Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: 2► RiVATE WELL [) SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): _ Engineering Firm: I Job Number.Gl I ti Phone Number: b 30 L e Fax Number: tui {- �! J Mailing Address: 3 ���� �N ����� i ,OState, Zip: r . j�? L n b i r� rp PLEASE READ BEFRE SIGNING: fJ t certify that the abo a Information is complete and accurate and that 1 have provided complete and accurate Information in all of the documents Included in my application package. I acknovrledge that EHINR may revoke any permit I am Issued if my application is found to contain any ` , inaccurate, false, or misleading Informati .,I understand that lip construction may be undertaken on an OWTS until an OWTS Construction Permit is GV issued. Owner Si ire Date: tots J®O -fin atur . J,, - �.,.,�...._ Date: eceived by EN/HR Staff:; Fee Z � & Receipt v kj 0 q Date: / r y,b LL Four Wheel Drive Rd Carbondale, CO 8162323 970-309.5259 IMP + May 22, 2015 1 Project No. C1146 Skip Schweste Subsurface Investigation and Onsite Wastewater Treatment System Design Proposed 1 -bedroom Additional Dwelling Unit (ADU) 1800 Stone Road Pitkin County, Colorado Skip, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Basalt, in an area where OWTSs and wells are necessary. The legal description of the property ("Site") is Lot 14, West Sopris Ranch. SITE CONDITIONS An existing residence is served by an existing OWTS. Two Individual Sewage Disposal System (ISDS) Permits documjent this system. ISDS Permit #03028 documents the original system installation. ISDS Permit #04084' documents the septic tank replacement. An as -built drawing provided by Church and Associates, LL� dated 9/29/05 describes the OWTS as consisting of one 2000 -gallon, two-compartment concrete septiq tank followed by four gravelless chamber trenches, each with 14 `Standard' Infiltrator® chambers in each row for a total of 56 `Standard' Infiltrator® chambers and 1050 square feet of infiltrative area. A private well oh site is located greater than 50 -feet from the proposed septic tank. The Site is covered vegetated with sage and other native grasses with a slight slope to the north. DESIGN SPECIFICATIONS Initial design and soils documents have been reviewed to determine if the existing OWTS can accommodate 4 -bedrooms. Soil documentation from both Church and Associates, LLC's May 8, 2003 design document and soil information provided in HP Geotech's report dated April 28, 2003, Job 103199 classify soils that are consistent with Soil Type 2A under current Pitkin County OWTS Regulation. Minimum required OWTS capacity for a three-bedroom main house with less than 6000 square feet of living area and a one -bedroom ADU under current Pitkin County OWTS Regulation requires 1250 -gallons of tank capacity and 840 square feet of infiltrative area using 0.50 gallons/square foot long term acceptance rate (LTAR), gravity trench application, and chambers for the distribution media. The existing OWTS consists of 2000 -gallons of septic tank capacity and 1050 square feet of infiltrative area (using 10.75 square feet per `Standard' Infiltrator® chamber); therefore, the existing OWTS is sufficient to accommodate 4 total bedrooms on the property; however, an additional septic tank and Page 2 pump must be installed near the ADU to transport effluent to the existing OWTS due to grade. Topographic lines were only provided on a portion of the Site pertaining to construction of the ADU. Elevation difference between the outlet of the proposed septic tank serving the ADU and the outlet side of the existing septic tank must be verified to assure proper pump sizing. A new 1000 -gallon, two-compartment septic tank will be installed with an Orenco® Biotube Pump Vault and pump in the second compartment. The control panel for the pump must be located within line of sight of the septic tank. Plastic tanks such as Roth® or Infiltrator® may be considered if access for the concrete tank is difficult. Elevation and distance must be confirmed to verify proper pump sizing. A 1.5 -inch diameter transport pipe will be installed and run to the outlet, side knock -out of the existing septic tank. This can transition to a 4 -inch diameter SDR 35 pipe just before entering the septic tank. We recommend the existing distribution box be uncovered to check for level and equal distribution to the trenches, and risers added for accessibility from grade for future monitoring. Flow equalizers should be installed on the outlet lines to assure equal distribution to the trenches. The existing septic tank has one manhole lid was in disrepair, which has been covered with another style lid that does not fit properly. We recommend replacing the original lid with one from the original tank manufacturer, Copeland Concrete out of Rifle, Colorado. 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. 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. Page 3 ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the plump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions shojuld 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 peptic, 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 a0d regulations of the county in which they are working. Please call with) questions. Sincerely, ALL SERVICE peptic, LLC Carla Ostberg, MPH, REHS Reviewed Richard H Liability Clause: Under no circumstances whatsoever shall the liability of ALL SERVICE septic, LLC, in connection with any contract, direqtly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services and/or goods whi h are the subject of the contract in connection with which the liability arises_ DESIGN 1 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 1 BEDROOM) AVERAGE DAILY FLOW = 150 GALLONS DESIGN FLOW = Q = 1.5 x 150 = 225 GALLONS TANK: 225 x 30 HOUR RETENTION TIME = 281 GALLONS USE 1000 -GALLON, TWO-COMPARTMENT TANK NOTE: LOCATES FOR ELECTRIC, PHONE, ANI GAS MUST BE CALLED PRIOR TO DIGGING. PUMP LINE ROUTE MA` NEED TO BE ALTERED EXISTING LINES INTERFERE WITH INSTALLATION 4" DIA SDR -35 SEWER LINE WITH DOUBLE -SWEEP CLEANOUT (MIN 2% FALL T TANK) NEW 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH 'ORENCO' PUMPING SYSTEM EXISTING INSPECTION— PORTS 1.5" DIA SCH40 PUMP— LINE. 1 % MIN. FALL FOR DRAIN BACK IIs 1 1 I ii I r . � N 0' 15' 30' Scale: 1" = 30'-0" EXISTING STA TO REMAIN t J IN USE. 4 ROWS OF f STANDARD INFILTRATOR CHAMBERS EXISTING D -BOX TO BE'. UNCOVERED AND RISERS - ADDED FOR ACCESS AT GRADE EXISTING 2000 -GALLON, O `i`•�::'::� TWO-COMPARTMENT, v CONCRETE SEPTIC TANK / O WITH EFFLUENT SCREEN TO REMAIN IN USE 4 �� x \ p \ I \ \ / / I �\0 / \ / x DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 05/22/15 r1 PARTIAL SITE PLAN AND PROPOSED OSS Schwester CDU Date: 05/22/15 ALL 33 Four Wheel Drive Road Carbondale, Colorado 81623 1800 Stone Road \ /� / O Phone 970.309.5259 Pitkin County, Colorado Designed By: C80 �/ �/ . cada@allserviceseptic.com SERVICE Reviewed By: RHP Project Number: C1146 Drawn By: ANG Sheet 1 of 1 CBO Inc. 33 Four Wheel Drive Road 3 N Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg�a.gmail.com November 13, 014 Dave Panico Enricopani� gmail.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 1800 Stone Road Pitkin County, Colorado Mr. Panico, As requested,BO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit inspection at 1 00 Stone Road, Basalt, Colorado on November 6, 2014. The permits and record drawings were provided by Pitkin County Environmental Health Department (Parcel ID #2465-153-00-006). Two Individual Sewage Disposal System (ISDS) Permits document this system. ISD$ Permit #03028 documents the original system installation. ISDS Permit #04084 documents the jseptic tank replacement. An as -built drawing provided by Church and Associates, LLC dated 9/29/05 describes the OWTS as consisting of One 2000 -gallon, two-compartment concrete septic tank followed by four gravelless chamber trenches, each with 14 `Standard' Infiltrator® chambers in each row for a total of 56 `Standard' Infiltrator® chambers. Initial design Ond soils documents have been reviewed to determine if the existing OWTS can accommodate 4 -bedrooms. Soil documentation from both Church and Associates, LLC's May 8, 2003 design document and soil information provided in HP Geotech's report dated April 28, 2003, Job 103199 classify soils that are consistent with Soil Type 2A under current Pitkin County OWTS Regulation. Minimum requited OWTS capacity for a three-bedroom main house with less than 6000 square feet of living area and a one -bedroom accessory dwelling unit under current Pitkin County OWTS Regulation requires 1250-oallons of tank capacity and 840 square feet of infiltrative area using 0.50 gallons/square foot long term acceptance rate, gravity trench application, and chambers for the distribution media. The existing OWTS consists of 2000 -gallons of septic tank capacity and 1050 square feet of infiltrative area (using 181.75 square feet per 'Standard' Infiltrator® chamber); therefore, the existing OWTS is sufficient to accommodate 4 total bedrooms on the property. The septic tank lids were accessible from grade. One manhole lid was in disrepair, but had been covered with another style lid that does not fit properly. We recommend replacing the original lid with one from the original tank manufacturer, Copeland Concrete out of Rifle, Colorado. The septic tank] appeared to be in good condition, with both inlet and outlet tees present. An effluent filter was present and was cleaned as part of the inspection. Scum and sludge levels in the septic tank do not warrant pumping at this time. The distribution box was not accessible from grade. There are four inspection ports present at the end of each row of chambers. There was a good cover of native vegetation over the soil treatment area, with no signs of surface saturation or failure at the time of the inspection. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Recommendations: • Clean effluent filter annually, or as needed. • Replace inlet manhole lid with one from the same manufacturer as the tank for proper fit. This report should be submitted to the Pitkin County Environmental Health Department. The following links are the required application and application checklist. Application: hftp://www.aspenpitkin.com/Portals/0/docs/county/Com%20Dey/EH N R/OWTS%20Use%20Permit%2OAp plication.pdf Application Checklist: http://www.aspenPitkin.com/Portals/0/docs/county/Com%2ODev/EHN R/OWTS%2OUse%2OPerimt%2OAp plication%20Checklist.pdf Please call with questions. Sincerely, O, �h Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11 0441T Exp. 2016 November 6, 2014 View of septic tank, looking east Inlet manhole of tank Outlet manhole of tank Inlet tee Outlet tee with effluent filter Original lid in disrepair This lid was used to cover broken lid, but does not fit well View of soil treatment area looking west I T h i N Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form Coal N' f Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Website: www.aspenpitkin.com/ehnr Inspection form for continued use of an existing OWTS Owner's Name: Address: Parcel Number:— `, � ! � — '� �? lli�j C� Inspection Date: 3 Inspector's Name: Business Name: Phone Number Email: Pitkin County Systems Inspector license Number: � A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system gasses or fails. QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied? YES7 NO If NO, how long has the home been vacant? How many bedrooms are in the home? If secondary treatment is used, who is the maintenance provider? 12/A RECORDS: l /-' /1 S TY ,: Were system records available from Pitkin County? YES } NOJ If YES: Permit number: —q'Li1 Date of Final Approval:f 05 0 _" # of bedrooms permitted: 1P_ 2- r r y Was an as -built drawing available? SES ? NO Is the as -built drawing accurate? ACES' NO If NO: Complete o drawing of the system on last page of this form as accurately as possible. Any question marked FAIL will require correction before an OWTS Use permit is issued. SITE CONDITIONS: Proper grading, no evidence of erosion? CLASS, FAIL Improper vegetative cover? YES Evidence of compaction such as heavy machinery or livestock? YES Improper discharges such as straight pipes? S> FAIL Evidence of high ground water?NOS YES Snow cover present? NO YES Page 1 TANK: Tank 1 PASS Tank 2 PASS Tank 3 Tank capacity Z0 gallons UNKNOWN gallons Probing gallons Tank material Pnrn-ceic if YES, record depth: w .\`` inches Distribution Box or ADV part of original design? T IES--* # of compartments 2. YES NO Is i�Ievel and',in good condition? PASS FAIL Date of last pumping Page 2 Lids/risers in good condition ', FAIL PASS FAIL PASS FAIL Risers to grade YES NO YES NO YES NO Riser height G Riser conditio /watertightness Inlet sanitary Ir baffle ; PASS FAIL PASS FAIL PASS FAIL Outlet sanitarN T/baffle PASS FAIL PASS FAIL PASS FAIL Effluent filter !(if part of design) ` PASS FAIL N/A PASS FAIL N/A PASS FAIL N/A Condition of tank material PASS' FAIL PASS FAIL PASS FAIL Tank was pumped for inspection YES (--KO YES NO YES NO If YES, list the pumping company iP If NO, when was the last pumping Scum level (1st compartment) " inches inches inches Sludge level (1st compartment) Z" inches inches inches Scum level (2 d compartment) 0 inches inches inches Sludge level ( nd compartment) 1j," inches inches inches Backflow (if p mped) —---- fAll PASS FAIL PASS FAIL Midtank baffle PASA FAIL N/A I PASS FAIL N/A PASS FAIL N/A Watertightness!!FAIL PASS FAIL PASS FAIL PUMPS/DOST Is a pump or If YES, is the I Does the pun Is the high wi SECONDARY' Is a secondar If YES, does tl Does the owr Maintenance If there is n copy of SIPHONS: ing siphon present? ip/dosing siphon functioning properly? ,viring/dosing siphon appear to be in good condition? alarm working, both visible and audible? reatment unit present? unit appear to be in good working condition? have a current maintenance contract for the unit? YES NO ~FAIL PASS Surface dampr}ess? PASS FAIL PASS FAIL YES NO 2 UNKNOWN YES "iV0 Probing YES NO UNKNOWN rovider: Phone: maintenance contract, a contract must be in place prior to occupancy of the home. A to contract must be submitted to Pitkin County Environmental Health Department. ABSORBTION REA: Effluent surfac n ? PASS FAIL g• Evidence of palt surfacing? _ YES Surface dampr}ess? Od YES Excessive odor] ? NO,) YES Field location verified by observation ports or probing: �Ports,r Probing Liquid in observation port? �"'- NUS YES if YES, record depth: w .\`` inches Distribution Box or ADV part of original design? T IES--* NO If YS, is it accessible from grade? YES NO Is i�Ievel and',in good condition? PASS FAIL i Page 2 UNKNOWN vol c�2 j Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the continued use of the system: F n �/ , l ✓ -"• ` �� trfiG'',�'? i4 I � }._a" ;i�'_Z ey , F� tt�? s G? t � ,_d g i.. u _-1 Were any repairs done as a result of this inspection? NO YES If YES, please describe the repairs. To the best of my knowledge pnd training, the information collected in this inspection is accurate as of Licensed Systems Inspector Signature: - t Wit- --I Additional Notes: "Ji /" ,, /2 7 , 0,77Z Clearly label any pictures and attach them to this form. Page 3 A. - Pitki,.ounty Environmental Health Departr., ,,4 Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 t FAX 970-920-5077 Permit # 04084 Parcel ID # 2645-153-00-006 Type of permit N"( ) Repair( x ) tank repair Addition/Remodel to House( ) Name of Owner 2Mthia Andrews Street Address 1860 Stone Road Property legal description Size of lot 40 acres Water source 0 # of bedrooms in ho Caretaker unit _ # of bedrooms in ca Designed for what # Designed by Mailing Address Perc rate n/a Minimum Septic tank Lot 14, West Sopris Ranch Total square footage of the house 1200 ie tanks 1 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit r unit # of offices, lofts & similar sized rooms in caretaker unit (list) 2 bedrooms Permit information Profile hole depth Depth to groundwater or bedrock ipacity 656 gallons Minimum Absorption area The existing tank wilt) be removed or abandoned in place. The new tank will be installed near the location of the existing tank. Exact location and size must be document on a final as -built drawing. The tank must have two compartments and an effluent fitter on the outlet_ 2uoo (�5v t fUL11-(.- Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This department doe$ not endorse any brand of products. This permit must be kept on-site during installation. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Permit approved by: 00 L, ( t\ st� �� Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved. in writing by the Department. As -built drawl s must be incl yded with this permit before the final approval will be issued. Installer: :k 9 -rr t il Final approval: r'A-t &Z Ct `t rNt ik Dl/ CL cu t i� Perrot # 03028 Pitkin C -:nty Environmental Health Department- Permiior an Individual Sewage Disposal System o4o5 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Parcel 1D # 2465-153-00-006 Type of permit Nein( X) Repair( ) Addition/Remodel to House( ) Name of Owner CA- Street Address 1800 Stone Road Property legal description Lot 14, West So ris Ranch Size of lot 40 acres Total square footage of the house 1200 Water source Water storage tanks # of bedrooms in house 1 # of offices, lofts & similar sized rooms in house Caretaker unit # of bedrooms incare ker unit Designed for WWO {list} Designed by Mailing Address _ Perc rate 40 Minimum Septic tank Total square footage of the caretaker unit # of offices, lofts ill similar sized rooms in caretaker unit 2 bedrooms Permit information & Associates Blvd., Wheat Ridge, CO 80033 Profile hole depth 8.5 Depth to groundwater or bedrock Greater than 8.5 ipacity 656 gallons Minimum Absorption area 332 sq ft wl 500 reduction Comments Septic permit approvead per compliance with the engineer design and specifications dated May 8, 2003. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The water storage tanks must be a minimum of 26 feet from any component of the septic system, This system will consist of One 1000 -gallon two-compartment tank with an effluent filter on the outlet A €lour splitter basin will distribute effluent to 2 trenches. Each trench will have 11 graveiless chamber units. There must be a minimum 6 feet of undisturbed soil between each trench. This department doers not endorse any brand of products. 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. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Pians and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regu in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless sySt@tll�ction has commenced or an extension has been approved in writing by the Department. As-)uilt r installer. Final aPpe1: be included with this permit before the final approval will be issued. Date: t b , SNI 1 d' n r i � i 7• 1 � ^'' . N mui rr, o i i o i t UJj a QOw' I tY to i _ f LU }o rCL WLL fo ; I W m z e w im a.r ( o 1 fr f i` in l {( i p is 1 ! i Z D� co ( N t { ( LL IL , ki, ii � +!. r !. l.�S lid ��' �a • • j am, F''w �1 U Z060 w ' � 10.0 { Z-0 d m 0 -oj ! z w a ; jow - r w o •�1 r%• ` 0 • A�-grx-_intP.q ENGINEERS & GEOLOGISTS August 23, 2004 Cinthia Andrews P.O. Box 33111I Aspen, Colorado 81612 Subject: Installation Observation, Proposed Residence Lot 14, West Sopris Creek Ranch Pith County, Colorado Job 1�1o. 15705W Ms. Andrews As requested, 'we observed the installation of the onsite wastewater system for the subject site on August 10, 2004. The system was designed under our Job No. 15705W, dated May 8- 2003, revised December 29 200, The site waspermitted for a two-bedroom residence with a living area under 2000 ft ,based on the May 8, 2003 design. The revised design was not submitted to the county for review by our original client, howevor the installation was based on the revised design. The system includes the installation of a 1000 -gallon, two-compartment, concrete septic tank with an effluent filter on the outlet, and four gravelless chamber -trenches. Each trench has one row of 14 chambers for a total of 54SbWber, and 868 ft2 of infiltrative area. An as -built drawing is included as Figure 1. As installed, t e system will serve a two-bedroom residence with a living area between 2000 ft2 and 6000 ft2. To serve a three-bedroom residence with a living area between 2000 ft2 and 6000 ft2, a 1000 -gallon, single -compartment, concrete septic tank must be added in series prior to the existing septic tank. To serve a four-bedroom residence with a living area between 2000 ft2 and 6000 ft2, a septic tank must added as described above and one gravelless chamber must be added to each trench to bring the total to 60 chambers and P30 ft2 of infiltrative area. Ifthe OWS is to be upgraded in the fixture, the upgrade must be designed by a professional engineer and submitted to the county for a new septic permit by the client. The observed components of the OWS were installed in general conformance with our design. Final electrical connections must be made by a licensed electrician. Our installation observations do not imply a guarantee or marranty of materials or workmanship. 00 o� DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.453.9317 Fax: 303.463.9321 Tau Free -1.877248.3123 t pow k Do Your Part, Be SepticSmart, The Do's and Don'ts of Your Septic System OW Learn these simple steps to protect your home, health, environment and property value: sephcsmalrt U.S. Ernvonmernal Protection Agency Do: • Have your system inspected (in general) every three years by a licensed contractor and have the tank pumped, when necessary, generally every three to five years. Don't: • Pour cooking grease or oil down the sink or toilet. • Rinse coffee grounds into the sink. • Pour household chemicals down the sink or flush them. Don't: • Flush non -degradable products or chemicals, such as feminine hygiene products, condoms, dental floss, diapers, cigarette butts, cat litter, paper towels, pharmaceuticals. Don't: • Park or drive on your drainfield. The weight can damage the drain lines. • Plant trees or shrubs too close to your dra infield, roots can grow into your system and clog it. Don't • Concentrate your water use by using your dishwasher, shower, washing machine, and toilet at the same time. All that extra water can really strain your septic system. Do: • Eliminate or limit the use of a garbage disposal. • Properly dispose of coffee grounds & food. • Put grease in a container to harden before discarding in the trash. Do: • Dispose of these items in the trash can! Do: • Consult a septic service professional to advise you of the proper distance for planting trees and shrubs, depending on your septic tank location. Do: • Stagger the use of water -generating appliances. This can be helpful especially if your system has not been pumped in a long time. • Become more water efficient by fixing plumbing leaks and consider installing bathroom and kitchen faucet aerators and water -efficient products. Pump Selection for a Non -Pre: SchwesterADU / 1800 Stone Road Parameters Discharge Assembly Size 1.25 inches Transport Length 130 feet Transport Pipe Class 40 Transport Line Size 1.50 inches Distributing Valve Modd None Max Elevation Lift 5 feet Design Flow Rate 10 gpm Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Transport Velocity 1.6 fps Frictional Head Losse Loss through Discharge 0.7 feet Loss in Transport 0.9 feet Loss through Valve0.0 feet Loss through Flowmeter 0.0 feet 'Add-on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line 13.7 gals Minimum Pump Requi} ments Design Flow Rate 10.0 gpm Total Dynamic Head 6.6 feet Orenco Systems" Incorporated 0--rng9x WivV r WbWd A- W.—.,,' ;surized System - Single Family Residence Project -0 140 120 -6 60 9 40 20 0` 0 PumpData 10 20 30 40 50 60 70 80 Net Discharge (gpm) PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115/230V 1060Hz,20N230V3060Hz PF5007 High Head Effluent Pump 50 GPM, 3/4HP 230V 10 60Hz, 200/230/460V 30 60Hz PF5010 High Head Effluent Pump 50 GPM, 1 HP 230V 10 60Hz, 2001460V 30 60Hz PF5015 High Head Effluent Pump 50 GPM, 1-1/2HP 230V 10 60Hz, 200V 30 60Hz System Curve:— Pump Curve:- Pump Optimal Ranger Operating Pointo Design Pointo Universal BiotubeO Pump Vaults For use with Orenc& 4 -inch (100 -mm) Submersible Effluent Pumps Applications Orenco Biotube" Pump Vaults are used to filter effluent that is pumped from septic tanks or separate dosing tanks in STEP systems and onsite wastewater treatment systems. They remove two-thirds of suspended solids, on average. Pump vaults house a Biotube effluent filter and one or two Orenco high -head effluent pumps and can be used in single - compartment septic tanks with flows up to 40 gpm (2.5 Usec). When flows are greater than 40 gpm (2.5 Usec), a double -compartment sep- tic tank or separate dosing tank is recommended. Support pii External flc Inlet holes Side view Tank Access and Riser Diameters Diameter, in. (mm) PVU with PVU with simplex pump duplex pumps Tank access, minimum 19 (483) 19 (483) Tank access, recommended 20 (508) 20 (508) Riser, minimum 24 (600) 30 (750) General The Orenco Biotube Pump Vault includes a molded polyethylene hous- ing with an internal Biotube filter cartridge constructed of polypropylene and PVC. Schedule 80 PVC support pipes are included to suspend the vault in a tank opening. "Earless" 68 -inch (1727 -mm) vaults, which rest on the bottom of the tank instead of on support pipes, are also available. The filter cartridge can be removed without pulling the pump or the vault. Effluent enters through inlet holes around the perimeter of the Biotube vault and flows through the Biotubes to the external flow inducer. The external flow inducer accommodates one or two pumps. Orenco Biotube Pump Vaults are covered by U.S. patents #4,439,323 and 5,492,635. Standard Models PVU57-1819, PVU68-2419, PVU84-2419, PVU95-3625. Product Code Diagram Pvu0❑-❑❑-❑ Tupport pipe length: Blank = standard, for 24" (600 mm) riser L = long, for 30" (750 mm) riser NB = no support pipe bracket (earless) Inlet hole height, standard: 13" (330 mm) 19" (482 mm) 25" (635 mm) Cartridge height, standard: 18" (457 mm) 24" (610 mm) 36" (914 mm) I Vault height:" 57" (1448 mm) 68" (1727 mm) 72" (1829 mm) 84" (2134 mm) 95" (2413 mm) or custom specification Biotube® filter mesh: Blank = 1/8" (32 mm) mesh P =1/16" (1.6 mm) mesh Universal Pump Vault ' Custom heights from 42" to 135" available Materials of Construction Support pipe Schedule 80 PUC Biotube® vault Polyethylene Biotube filter cartridge Polypropylene/PVC Float stem Schedule 40 PVC Drain valve ball Polypropylene Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA - 800-348-9843 - 541-459-4449 - www.orenco.com NTD-PVU-1 Rev. 1.3, ® 09/14 Page 1 of 2 A Support pipes D G C F Top view IF 2 -inch (50 -mm) min. •II , "i H a Dimensions Ain. mm 3 76 Drain B, in. (mm) 4 (102) B 2 valve ball C, in. (mm) 17.3 (439) D, in. (mm) 16.6 (422) Side view cutaway E, in. (mm) 12 (305) Specifications Model PVU57-1819 PVU68-2419 PVU84-2419 PVU95-3625 F, vault height, in. (mm) 57 (1448) 68 (1727) 84 (1727) 95 (2413) G, lowest float setting point, in. �mm) 29 (737) 35 (889) 51 (1295) 50 (1270) H, inlet hole height, in. (mm)` 19 (483) 19 in. (483) 19 (482) 25 (635) J, Biotube® cartridge height, in. (mm) 18 (457) 24 (610) 24 (610) 36 (914) Biotube mesh opening, in. (mm 0.125(3) 0.125(3) 0.125(3) 0.125(3) Filter flow area, ft' (m2) 4.4 (0.4) 5.9 (0.5) 5.9 (0.5) 9.0 (0.84) Filter surface area, ft2 (m2) 14.5(l.35) 19.7(l.83) 19.7(l.83) 30 (2.79) Maximum flow rate, gpm (Use 140 (8.8) 140 (8.8) 140 (8.8) 140 (8.8) May vary depending on the configurai ion of the tank. NTD-PVU-1 Rev. 1.3, © 09/14 Page 2 of 2 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com 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 SOFranklin Electric C US v 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 kK9 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 PFO ❑❑❑-❑ 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 = Ufa hp (0.25) 05 = Yz 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 Yrhp (0.37kM only 1220 volts for 50 Hz pumps =Note: 20 -foot cords are available only for single-phase pumps through 1-Yz 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 C , CM C3 Pump Model Hz n N� zY CL. ad d CI z C7 l7 a c Vi a. o R N E R 2 m y E ' C R R yE o R '9 E � �; 6��7 c� 'C E ,r d w ¢ 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 1/4 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 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 Y4 in. GFP 25.4 (645) 17 (432) 31 (14) 300 PF101012 1,6 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 PH 0103200 5.6 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 PH 02012 5, 6,', 6 10(0.6) i 2.00 (1.49) 1 230 240 12.1 12.1 18 1 Y4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5, 6, 6 10(0.6) 2.00 (1.49) 3 230 240 7.5 7.6 18 1 A in. SS 37.9 (963) 20 (508) 44 (20) 300 PF10203200 5,6,6 10(0.6) 2.00 (1.49) 3 200 208 8.7 8.7 18 1 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 Y4 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 % 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 Y4 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 Y4 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 Y4 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 Y4 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 Y4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 45 20(1.3) 1.50 (1.11) 1 230 240 12.4 12.6 9 1 Y4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4,1 20(1.3) 1.50 (1.11) 3 200 208 7.1 7.2 9 1 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 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 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 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 Y4 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 Y4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4,1 30(1.9) 1.50 (1.11) 1 230 240 12.6 12.6 8 1 Y4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4,5 30(1.9) 1.50 (1.11) 3 200 208 6.9 6.9 8 1 % 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 Y4 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 Y4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5.6 30(1.9) 2.00 (1.49) 3 200 208 9.3 9.3 10 1 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5, 6,', 6 30(1.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 1/4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 6, 8 30(1.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 1/4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5,1, z 6 30(1.9) 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, 6 30(1.9) 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 5,6,6 30(1.9) 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) I 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) NWAS •O N v yy Ol G 6 n R cm c d E m _ i`o cc t a E +=T• yc CD 0 .yCM O L ca 0 CM A Q •2 E cc m y C d .0 R Q O- 2 .-. d p Z� G W ZG E R J C M ._ OC 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, 5,1,1 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, s 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 5,8.7.8 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 5,8.79 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 1/4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4.8 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 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 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 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 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 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 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 Y4 -in. NPT GFP discharge is 2 718 in. octagonal across flats; the 1 Y4 -in. NPT SS discharge is 2 A 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 Drence 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 NTD-PU-PF-1 Rev. 2.2, ® D9/14 Page 3 of 6 • - Data Sheet Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineerd thermoplastic (PEEK) Diffusers Glass -fill d PPO (Noryl GFN3) Impellers Celcon® cetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polyprop lene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered 3tainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin sealed rr phase m (1.11 k notor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically otor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- tors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp 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, mea ured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ran es with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Ore co's PumpSelect'" software. Pump Curves, 60 Hz Models 800 w 700 Q 0 600 500 a CC 400 V CE 300 a 200 w 100 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) Qiu w 140 m e 120 0 100 Iva cc 80 v 60 a 40 IMB le 20 0L 0 PF15 Series, 60 Hz, 0.3 h 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 60 Hz Models (continued) 41 350 a 300 250 a 200 150 a 100 w F� 50 450 400 w m 350 e 300 a 250 ns m v 200 c 150 w 100 50 0 Flow in gallons per minute (gpm) PF50 Series, 60 Hz, 0.5 - 5.0 h 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 900 800 c 700 = 600 0 500 m s 400 300 a 200 PF30 Series, 60 Hz, 0.5 - 5.0 hp 100 90 w m .� 80 c 70 Q 60 a m = 50 v 40 eB �. a 30 e 20 10 0 _i 1 1 1 111 PF75 Series, 60 Hz, 1.0 -1.5 0 10 20 30 40 50 60 70 80 90 100 Flow in gallons per minute (gpm) 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 5 of 6 ' i IHz Models per minute (gpm), nominal NOME ■::►mmgMMfi��___7 E� ■■■■► _ 525 ■■■■I ' �■■■�■■'■■ - ■■■■I■\\■■■i■■ ' NONE `��I. ■Ni■■■■■ Flow in liters per second (L/sec) 120 y 100 w E M 80 O cu 60 ,e 40 a w ~ 20 0L 0 30 27 15 t 12 C4 9 Cc 6 3 0 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 PF30 Series, 50 Hz, 0.37 -1.11 kW 328 e 0 c 262 .c O 197 fib 0.4 0.8 1.2 1.6 20 24 Flow in liters per second (l,/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 IS 89 e 79 c c 69 59 Z 0 49 ~ a �a 39 °o v 30cc 20 w 0 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) 12 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 =J W af W J J co W — Cl) H U) E U LO M v L W M W J O J 0 a - Cl W J J_ LL J Q W H Q