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pitkin.eh.264504202005 (2016)
�� I JTI{IN COUN7'� ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0027.2016.POWT Parcel ID #: 2645-042-02-005 Permit Issued: ❑NEW ®REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Lazy Property Address Legal Description T Land and Cattle, LLC 61 Davidson Ln Size of Lot: 1.961 Size of Building: Lot 1 Block 2 Little Elk Creek Filing 2 1568 ft Acres Detached Accessory Unit: Sq. Ft. Size of Accessory Unit: This system was designed to serve 4 bedrooms. Designed By: Phone #: _ Fax #: All Service Septic 970-309-5259 LTAR: 1.0 (sand filte Minimum Tank Capacity: ❑YES ®NO Sq. Ft. Project #: C1201 Dated: 6/14/2016 Mailing Address: 33 4 Wheel Drive Rd Email Address: Carla .Ostbera(a)gmail. com Profile Hole Depth 1250 gallons 4.5' Depth to Groundwater or Bedrock: ➢ 1.5' Minimum Absorption Area: 600 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 permit is to replace a failed OWTS. The existing OWTS must be properly abandoned and evidence of proper abandonment submitted to this office as part of the final approval of this permit. Sewage will flow via gravity from the residence to a new 1500 -gallon concrete tank with a traffic rated lid and a pump installed in the second compartment of the tank. Effluent will be pressure dosed to a new 12' X 50' mounded sand filter STA (2 feet of sand above grade, 3.5 feet of total material over groundwater level; 3 feet above groundwater level required for TL1 STA that is pressure dosed). The sewer and effluent lines must be encased within 50 -feet of all surface water. The tank and STA must be a minimum of 50 feet to surface water. The STA must also be a minimum of 25 feet to any water line and 10 feet to the property line. Due to repair work being delayed by the sale of the property, this permit will expire in 45 days instead of the usual 30 days. 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: Kurt Dahl, RENS Date: 9/14/16 Expires: 10/29/16 Installer: j — License #: Reactivation Authorized by: Final AprJssued By: `? Date: New Expiration Date:Fime paid - d o2 4. 2 of 6. PovaT E CONSTRUCTION PERMIT LICATION 76 Service Center Rd • Aspen, t.:U • 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): y `'+ i- - - C)<)( Purpose of Permit: ,NEW ❑REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION El TANK ONLY ❑FIELD ONLY Cost of System Repair r Remodel/Addition (approximate): ro 1� w 00 Property Address:Al • l' /lt"k to l 11 ..1] � h6yc l..�t! -�f �e G {j (i Lot: / Block: Filing: Subdivision: @ F2 - Property 2 Property Owner(s)*L Email Address: 1, � t j ��C 5 �oN�s • �or�i Owner's Mailing s: Addresity, State, Zip: 3� 5, � l� �x 75z Home Phone: Business Phone: X25- lo'% - 5 'Contact information must be provided for the owner signing this application. Building Permit # (if applicable): Lot Size (in acres): / Size of Building (square feet): Number of Potential Bedrooms: Detached Accessory Unit? ❑ YES XNO Size of Accessory Unit (square feet): 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/Publi Water ysteiffa plicable): Engi ring i n Job mber: 1 t7/� E C-< Phone N mb r: Fax Number: �o- Mailing Addddreesss:r City, S te, Zip: o ���, Z PLEASE W ISIGNING: 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 EHINR may revoke any permit 1 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 Signature (Required): Date: l� 540-A4 KaT6 3oke j /Meir Applicant r / _ Date: FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: Date: Pitkin County Environmental Health Department Contact Log Sheet f ALL 33 Four Wheel Drive Rd Carbondale, CO 8142323 970-309-5159 November 2, 2016 Tim Cottrell Tim.cottrell(a-)sothebysrealty.com Onsite Wastewater Treatment System (OWTS) Installation Observations 61 Davidson Lane Pitkin County, Colorado OWTS Construction Permit 0027.2016.POWT Tim, Project No. C1201 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 25, 26, and November 2, 2016 for the subject property. Altitude Septic installed the system. The existing septic tanks were pumped and properly abandoned by crushing the bottom, sides and top and filling the void with fill material. The existing mounded STA was abandoned in place. The sewer pipe from the residence to the septic tank was encased for approximately 78 -feet in order to maintain the minimum required setback from the irrigation ditch. The clean out was installed just before the septic tank rather than near the residence to maintain the integrity of the encasement pipe. The location of the mound system was rotated and moved slightly to accommodate the required 25 -foot setback to the Little Elk Creek Subdivision water line that runs through the property. The location of the water line was described and estimated on site by Dan Harris, representative of the Little Elk Creek Homeowner's Association. The installation included a new 1500 -gallon, two-compartment concrete septic tank with Orenco® ProPak with a PF3005 pump. The floats were set to deliver approximately 90 gallons per dose. There is an effluent filter in the second compartment of this tank. The filter must be cleaned annually, or as needed. Pump start-up was conducted by Valley Precast personnel on November 1, 2016. The control panel is located on the northeast corner of the house, within line of sight of the septic tank. Groundwater was not encountered within 2 -feet from the top of the tank, and therefore no anchoring was required. The tank was filled with water to assure stability of the tank during backfill. We recommend future pumping of the septic tank only occur during drier months, and not at a time of high groundwater. Effluent is pressure dosed through a 1.5 -inch diameter pump line. The 1.5 -inch diameter pump line has a minimum 1% grade for proper drain back into the septic tank after each pump cycle. The 12' by 50' sand filter mound consists of 3 -feet of sand filter material, with 2 -feet extending above native grade to maintain the required separation between the infiltrative area and high seasonal groundwater. Laterals used to disperse the effluent are surrounded by washed coarse screened gravel or crushed stone. A 1.5 -inch diameter level manifold connects three 1.5 -inch diameter laterals, each with 5/32" diameter orifices facing down, 3 -feet on center. Each 1.5 -inch diameter lateral ends in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric was placed over the gravel layer followed by approximately 1 -foot of topsoil. 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 BY: Richard H. VOLTS (Tension) MAX AMPS (nmp6rage) HERTZ (Fr&quenoe) PHASE Control panel Sewer line encased from residence to i before clean out (approx. 78 -feet) / note rigid end cap 0 Precast Concepts septic tank Ground water at base of tank during installation Septic tank prior to backfill Septic tank Inlet tee Backfilling septic tank Pump line from tank to STA Laterals on sand filter 'Ilk k^ ��.��•� � - � k °\- ;partition fabric over gravel Backfill over septic tank / note clean out before tank Inspection ports Flushing valves N / s 0' 10' 20' / EXISTING SEPTIC TANK Scale: V = 20'-0" AND PUMP CHAMBER \ / 3 -BEDROOM ABANDONED RESIDENCE SEWER LINE ENCASED / FROM HOUSE TO SEPTIC DE K(REMOVE I 1�� TANK EACH LATERAL ENDS IN NEW 1500 -GALLON, A 90" SWEEPING ELL E ISTING CAST IRON TWO-COMPARTMENT, FACING UP WITH A BALL WER LINE REPLACED CONCRETE SEPTIC TANK VALVE IN A VALVE BOX ITH NEW 4" DIA SDR -35 / WITH PF3005 PUMP FOR FLUSHING EWER LINE, ENCASED IN / \ 6" DIA SCH-40 78 -FEET TO /. L —_nN. TO IT CLEAN OUT I / \ EXISTI STA BAN80NED 1 \ INSPECTION PORTS AT i EACH CORNER OF STA POND / \ / / 12'x 50' PIPE AND GRAVEL WaU ND / 1.5" DIA SCH-40 PVC PUMP / WITH 1.5" DIA SCH49-k LATERALS LINE (MIN. 1% DRAIN BACK WITH 5/32 J11A�IFICE HOLES FACING \ MIN. 5' TO DOblAY3`O.C. TO TANK) WATE LINE I / C 30'x 68' BASAL AREA i / o RECORD DRAWING_ ALL 33 Four Wheel Drive Road Lazy T Land and Cattle, LLC Date: 11/01/16 Carbondale, Colorado 81623 61 Davidson Lane Designed By: CBO record Phone 970.309.5259 Pitkin County, Colorado h' • I carla@aliserviceseptc.com Reviewed By: RHP Project Number: C1201 Sheet 1 of 1 7Roln SKETCH ADDENDUM Bwv er or Owner TA.YLORTHOMAS Property Address 61 Davidson Lane City Old Snow ass County Pitkin state CO Zip Code 81654 Client Taylor Tbomas swneyoce�re�^ Cixmwft AFEA lJ'tLlUJ1n MJ SUWWY Uv NG ARFA KEAK.JOM Code De o%Aim Net 59m Net ToWs �®Idoutrr Stlreotls GIAl Fiat Floor 1568.0 1568.0 First Floor 14.0 x 62.0 868.0 50.0 x 14.0 700.0 Net UVABLE Area (M=W) 1568 2 Rem 1568 �l Davtd�nt- ��WG 4, k;Vol/.e 6vqO w'/n.�h vt /5'6 g ��w W� 4!5a�, 33 Four Wheel Drive Rd ALLCarbondale, CO 81623 970-309.5259 June 14, 2016 Wendy Harrison wendV@ propshop.com Onsite Wastewater Treatment System (OWTS) Design 3 -Bedroom Residence (+1 Future Bedroom) Lazy T Land and Cattle, LLC 61 Davidson Lane Pitkin County, Colorado Wendy, Project No. C1201 ALL SERVICE septic, LLC has completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located in Old Snowmass, in an area where OWTSs are necessary. The future owners of the property are contemplating a bedroom addition. Revisions have been made to the original OWTS design documents dated April 11, 2016 and May 15, 2016. These documents should be discarded and replaced with documents dated June 14, 2016. The legal description of the 1.92 -acre property is Lot 1, Block 2, Filing 2, Little Elk Creek Village. Parcel ID #2645-042-02-005 SITE CONDITIONS A 3 -bedroom, single-family residence presently exists and is utilizing an existing OWTS that is experiencing problems. The existing OWTS is documented by Aspen/Pitkin Environmental Health Department Permit 80033. The OWTS consists of one 1000 -gallon, two-compartment concrete septic tank followed by a 5 -foot diameter concrete pumping chamber with a pump. Effluent is pumped to a mounded soil treatment area (STA). The residence is provided potable water by the community water system that serves Little Elk Creek Subdivision. We have estimated the location of the water line on the property. This water line must be located and must maintain a minimum 25 -foot setback to any OWTS component. If different than depicted on our drawings, this office must be contacted. An irrigation ditch and pond are present on the property. This design has located the OWTS components a minimum of 50 -feet from the water courses. If there is a desire to locate the components within the 50 - foot setback, the ditch must be lined or placed in a culvert where it comes within 50 -feet of the proposed OWTS components. The sewer line from the house to the septic tank must be properly encased within 50 -feet of each side of the ditch (or 10 -feet if the ditch is lined or placed in a culvert). See encasement detail 3/W4.0. The proposed soil treatment area (STA) is relatively flat and located in an area prone to high groundwater conditions. The site plan provided to this office was not complete with topography. r Page 2 The subject property is located within the 100 -year flood plain. Pitkin County's GIS overlay of the proposed flood plan mapping changes is enclosed. The mapping can also be accessed by using the following link: http://www arcgis com/home/webmap/viewer html?webmap=4ac30f988013493080a7l l9239bldd33&ext ent=-107.1416,39.1474,-106.6984,39.3821 SUBSURFACE The subsurface was investigated on May 10, 2016 by digging two soil profile test pit excavations (Test Pits). A mini -excavator was used to excavate the Test Pits. A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in Test Pit #1 consisted of dark brown, moist topsoil with red and gold mottling observed at 2 -feet below grade, underlain by medium brown, moist sandy gravel to a maximum depth explored of 4.5 -feet. No bedrock or groundwater was encountered; however, we estimate seasonal groundwater to be present at 2 -feet below grade in this area. The materials encountered in Test Pit #2 consisted of dark brown, moist topsoil to a depth of 1 -foot, underlain by medium brown, moist sandy gravel with red and gold mottling observed at 1.5 -feet below grade. The pit was explored to a maximum depth of 4.5 -feet. No bedrock or groundwater was encountered; however, we estimate seasonal groundwater to be present at 2 -feet below grade in this area. A soil sample was taken from Test Pit #1 at approximately 1 -foot below grade. The sample formed a ball but did not form a ribbon. The texture of the soil was gritty. The soil had granular to blocky structure shape, moderate structure grade, and loose to friable consistence. A sample was taken from 4 -feet below grade. This sample did not form a ball. Sizing of the basal area of the STA will be based on Loamy Sand to Sand, Soil Type 1. Test Pit #1 yet below grauu ` Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. T_ 1 i` Page 3 Location of Test Pit #1 Backfill from Test Pit #1 Sieved sample from Test Pit #1 at 1' Test Pit #2 Cobbles start at 1 -foot below grade Sieved sample from Test Pit #1 at 4' Backfill from Test Pit #2 Page 4 DESIGN SPECIFICATIONS A future remodel with the addition of a bedroom is contemplated. The OWTS design is based on 4 - bedrooms. A design flow of 600 GPD will be used. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 4 Bedrooms = 600 GPD LTAR = 1.0 GPD/SF (Sand Filter) 600 GPD / 1.0 GPD/SF = 600 SF 12'x 50' = 600 SF infiltrative area The existing septic tanks must be pumped and properly abandoned by either removing them or crushing the bottom, sides and top and filling the void with soil or fill material. The existing mounded STA may be abandoned in place or removed. The installation must include a new 1500 -gallon, two-compartment concrete septic tank with OrencoO ProPak with a PF3005 pump. If groundwater is found within 2 -feet of where the top of the tank will be set in the location of the septic tank, this office must be notified and a H-20 rated lid must be installed. The floats should be set to dose approximately 90 gallons each pump cycle. The control panel for the pump must be located within line of sight of the septic tank. Effluent will be pressure dosed through a 1.5 -inch diameter pump line. The 1.5 -inch diameter pump line must have a minimum 1% grad for proper drain back into the septic tank after each pump cycle. A sand 12' by 50' sand filter mound will be onstructed. Topsoil and vegetation must be scraped from the surface and replaced with sand filter material. The sand filter material must extend a mi�jniimuum of 2 -feet above native grade. -a ` > ?J & �Y\o'�C�(•'o- ©V�c grc� 3 A t - c rl- r ire t,y . Sand filter material must be clean, coarse sand, all passing a screen having four meshes to the inch. The sand must have an effective size between 0.25 and 0.60 mm. The uniformity coefficient must be 4.0 or less. Material meeting ASTM 33, for concrete sand, with one percent or less fines passing 200 mesh sieve may be used. Laterals used to disperse the effluent must be surrounded by washed coarse screened gravel or crushed stone. All of the gravel or stone must pass a 2'/z -inch screen and must be retained on a 3/4 -inch screen. A 1.5 -inch diameter level manifold will connect three 1.5 -inch diameter laterals, each with 5/32" diameter orifices facing down, 3 -feet on center. Each 1.5 -inch diameter lateral must end in a sweeping ell facing up with a ball valve for flushing. A soil separation fabric should be placed over the gravel layer followed by approximately 1 -foot of topsoil or other suitable soil able to support vegetative growth. El Page 5 The mound must have a minimum 3:1 slope (horizontal: vertical); therefore, the basal area will extend 9 -feet beyond the outside perimeter of the sand. Soils in the sloped perimeter areas must be well draining and able to support vegetative growth. This soil must be approved by this office prior to installation. The mound must be crowned in a manner to promote drainage off of the mounded area. 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. 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. 0 Q Page 6 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 Carla Ostberg, MPH, REHS Reviewed A Richard H N DESIGN 3 -BEDROOM RESIDENCE (+ 1 FUTURE BEDROOM) (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 4 BEDROOMS) WASTEWATER FLOW = 600 GALLONS / TANK: 600 x 48 HOUR RETENTION TIME = MIN. 1250 GALLONS + PUMP / \ 0' 20' 40' CAPACITY USE 1500 -GALLON, TWO-COMPARTMENT TANK WITH HH PUMP \ Scale: 1" = 40'-0" SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 1.0 GAU SQ FT / k W2.0 CALCULATED STA = Q/LTAR = 600 / 1.0 = 600 SF / MOUNDED (3 -FEET ABOVE GRADE) SAND FILTER 12' X 50'd TEST PIT #2 %< SAL AREA 21'X 59' 3 -BEDROOM RESIDENCE \ I o \ i POND Z �IEST �PIT9#1 \\ \ Lu \ i OI DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 06/14/16 r1 SITE PLAN 33 Four Wheel Drive Road Lazy T Land and Cattle, LLC Date: 04/11/16 Date: 06/14/16 Carbondale, Colorado 81623 61 Davidson Lane \ /� / . O SERVICE h ' I Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO V �/ carla@allserviceseptic.com Reviewed By: RHP Project Number: C1201 Drawn By: ANG Sheet 1 of 5 N ABANDON EXISTING o / SEPTIC TANK AND PUMP 3 -BEDROOM CHAMBER RESIDENCE ENCASE SEWER LINE FROM 0' 10' 20' DECK HOUSE TO SEPTIC TANK Scale: 1" = 20'-0" REPLACE EXISTING CAST (SEE DETAIL 3/W4.0) IRON SEWER LINE WITH � `®> NEW 1500 -GALLON, NEW 4" DIA SDR -35 SEWER TWO-COMPARTMENT, LINE WITH DOUBLE -SWEEP CONCRETE SEPTIC TANK CLEANOUT f WITH PF3005 PUMP (MIN 2% SLOPE TO TANK) i � L_�N. 50' TO IT H LINE OR CULVERT DITCH WITHIN 50' OF ANY OWTS I 1.5" DIA SCH40 PVC PUMP COMPONENT i LINE (MIN. 1 % DRAIN BACK ABANDPIN EXISTI TO TANK) TA o / 1.5" DIA SCH40 PVC LEVEL \ MANIFOLD i IN. 50' DITC \\ 12'x 50' PIPE AND GRAVEL MOUND i ' \ WITH 1.5" DIA SCH40 PVC LATERALS 1 i \ WITH 5/32" DIA ORIFICE HOLES FACING POND \ DOWN T O.C. //-30'x 68' BASAL AREA I___ MIN. 25' TO �' \ \ \ \ END EACH LATERAL IN / WATER LINE A 90° SWEEPING ELL II AV A FACING UP WITH A BALL / VALVE IN A VALVE BOX ( / \ FOR FLUSHING INSPECTION PORTS A \ 0 EACH CORNER OF STA w \. � . \ a w MIN-10'� TO INFILyTRA�I E Z ARETOPROPER ?go?o w a IN 1S r1 PROPOSED OWTS 33 Four Wheel Drive Road Lazy T Land and Cattle, LLC Date: 04/11/16 Revised: 06/14/16 Carbondale, Colorado 81623 61 Davidson Lane W2.0 /� /�]L . 0 r er i Phone 111,309.5251 Pitkin County, Colorado Designed By: CBO V �/ St�YI[Fh I H carla@allserviceseptic.com Reviewed By: RHP t 1 YL Project Number: C1201 Drawn By: ANG Sheet 2 of 5 END EACH LATERAL IN A 90° LONG SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE Ic STA PLAN NOT TO 12'x 50' PRESSURE DOSED SAND FILTER MOUNDS WITH 3 ROWS OF 1.5" DIA SCH-40 PVC LATERALS WITH 5/32" DIA ORIFICE HOLES FACING DOWN AT T O.C. 1.5" DIA SCH-40 PUMP LINE (MIN 1% DRAINBACK TO TANK) 1.5" DIA SCH-40 LEVEL MANIFOLD INSPECTION PORT AT EACH CORNER OF EACH MOUND BASAL AREA, MIN. 3:1 SLOPE INSPECTION PORT AT EACH 1.5" DIA SCH-40 PVC LATERALS CORNER WITH 5/32" DIA ORIFICE HOLES r -MIN. 1' TOPSOIL COVER FACING DOWN AT T O.C. OR SEPARATION FABRIC ON GRAVEL SLIP-ON PVC CAP SAND FILTER MATERIAL\� GV DO NOT GLUE SIEVE %PASSING '^ GRAVEL FILTER MEDIA INSULATED COPPER :.., ; ::, ..:,:' .. : ':.. ..:. TRACER WIREt DE 1 00 SAND FILTER',;`..;•. Ik a ssnoae 16 aalo°GRADEATIVE 45/85 4 — GRADE 4" DIA SDR -35 30 25/60 NATIVELOAMY SANDTOPSOIL SEWER LINE 5015/60100 0/4200 0/2 GROUNDWATER ASSUMED AT 2' BELOW GRADE V TO TANK TO HOUSE_ OPSOIL SCRAPE TOPSOIL— 12' r n\ STA SECTION NOT rO soy c %1 CLEANOUT DETAIL Nor to scut Lazy T Land and Cattle, LLC Date: 04/11/16 ALL�t 33 Four Wheel Drive Road Revised: 16 Carbondale, Colorado 81623 61 Davidson Lane W3,O Phone 970.309.5259 Pitkin County, Colorado By: C Designed By: CBO carla@allserviceseptic.com Reviewed By: RHP Project Number: C1201 Drawn By: ANG Sheet 3 of 5 10" DIA VALVE BOX WITH SECURED LID 1.5" PVC SLIP X MALE PIPE THREAD FINAL ADAPTOR W/CAP GRADE 111=III=III III=)II=IIIJi' =III=11 1.5" DIA BALL itIIIIII =1 VALVE 1.5" DIA PVC LONG SWEEP 90° BEND SPRINKLER VALVE SLIP-ON PVC CAP BOX AT GRADE DO NOT GLUE � GRAVEL MEDIA FINISHED GRADE DIA SDR -35 INSPECTION PIPE IN FLUSHING ASSEMBLY NOTES: 1. PURPOSE OF FLUSHING ASSEMBLY IS TO ALLOW ACCESS TO THE INSIDE OF THE LATERAL FOR FLUSHING. 1/4" DIA HOLE DRILLED 2. THE PVC PIPE ACTS AS A MEDIA, ALLOWING A BIOMAT LIKE MATERIAL TO GROW ON THE INSIDE OF THE INTO TWO SIDES OF PIPE PIPE. PERIODIC FLUSHING MAINTAINS THE FUNCTION AND OPERATION OF THE LATERAL. FOR VENTILATION 3. THE BALL VALVE SHALL BE POSITIONED ECCENTRIC TO THE CENTER OF T E VALVE BOX TO ALLOW STA FILTER (BELOW SLIP ON CAP) MAXIMUM ACCESS TO THE VALVE HANDLE WHILE MAINTAINING CLEAR FLUSHING ROOM IN THE VALVE BOX MEDIA FOR THE END OF THE PIPE. n INSPECTION PORT DETAILn � NOi TO SCALE FLUSHING VALVE DETAIL L NOT TO SCALE END CAP MUST BE SCHEDULE 40 ENCASEMENT PIPE GLUED OR SECURED IN A WATER TIGHT SCH 40 RIGID END FASHION WITH CAP AT EACH END UNDERGROUND OF PIPE SEALANT HOLE DRILLED IN END CAP MUST ONLY BE 4" DIA SDR -35 SEWER LINE. LARGE ENOUGH TO MUST REST ON BOTTOM ALLOW SEWER LINE TO OF ENCASEMENT PIPE FIT THROUGH ENCASEMENT DETAIL Lazy T Land and Cattle, LLC Date: 04/11/16 33 Four Wheel Drive Road Date: Carbondale, Colorado 81623 61 Davidson Lane Designeedd BBy: CBO W4.0 r H Phone 970.309.5259 Pitkin County, Colorado y: Reviewed By: RHP carla@allserviceseptic.com Project Number: C1201 Drawn By: ANG Sheet 4 of 5 SOIL PROFILE TEST PIT NO. 1 0 1 2' DARK BROWN, MOIST TOPSOIL 2 RED AND GOLD MOTTLING OBSERVED AT 2' 3 MEDIUM BROWN SANDY GRAVEL W 4 LU ILLJ 5 U-1 NO GROUNDWATER OR BEDROCK ENCOUNTERED 0 6 DURING TRACK HOE EXCAVATION 7 8 0 10 r1 SOILS LOG SOIL PROFILE TEST PIT NO. 2 V DARK BROWN, MOIST TOPSOIL 777 RED AND GOLD MOTTLING OBSERVED AT 2' MEDIUM BROWN SANDY GRAVEL LLJ LEGEND topsoil ISI loamy I I sand to sand 33 Four Wheel Drive Road Lazy T Land and Cattle, LLC ""'' "'" N Revised: 06/14/16 Carbondale, Colorado 81623 61 Davidson Lane W5.0 /� /� . O SERVICE h ( Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO �/ �/ carla@allserviceseptic.com Reviewed By: RHP Project Number: C1201 Drawn By: ANG Sheet 5 of 5 Pump Selection for a Pres< System - Single Family Residena )ect Parameters 8.4 feet Loss in Transport 2.7 feet Loss through Valve 0.0 feet 300 Discharge Assembly Size 1.25 inches 0.2 feet Transport Length 40 feet Add-on' Friction Losses 0.0 Transport Pipe Class 40 Vol of Transport Line Transport Line Size 1.50 inches 0.9 gals Distributing Va Ive Model None gals Total Volume 20.4 Max Elevation Lift 5 feet Manifold Length 9 feet 250 Manifold Pipe Class 40 Manifold Pipe Size 1.50 inches Number of Laterals per Cell 3 Lateral Length 48 feet Lateral Pipe Class 40 Lateral Pipe Size 1.50 inches 200 Orifice Size 5/32 inches Orifice Spacing 3 feet I✓ Residual Head 5 feet G Flow Meter None inches H 'Add-on' Friction Losses 0 feet p m = 150 Calculations Minimum Flow Rate per Orifice 0.68 gpm Numberof Orifices perZone 51 >, Total Flow Rate per Zone 34.6 gpm Number of Laterals per Zone 3 C % Flow Differential 1 st/Last Orifice 1.5 % ~ 100 Transport Velocity 5.5 fps Frictional Head Losses Loss through Discharge 8.4 feet Loss in Transport 2.7 feet Loss through Valve 0.0 feet Loss in Manifold 0.2 feet Loss in Laterals 0.2 feet Loss through Flowmeter 0.0 feet Add-on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line 4.2 gals Vol of Manifold 0.9 gals Vol of Laterals per Zone 15.2 gals Total Volume 20.4 gals Minimum Pump Requirements Design Flow Rate 34.6 gpm Total Dynamic Head 21.5 feet Oreneo Systems' Incorporated 0a.V.gdm Way the World Dm WXMu m" 6711 0` 0 Pu m o Data 5 10 15 20 25 30 35 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 10 60Hz, 200V 3060Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60Hz, 200/460V 30 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 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 Curve: Pump Optimal Range Operating Point Design Pointo 40 X4/%/2016, ' ArcGIS - Pitkin County, CO Risk MAP Floodplain Chanes Pitkin County, CO Risk AP Floodplain Changes The Pitkin County, CO Risk MAP viewer displays data related to flood risk in Pitkin County, Basalt, Snowmass Village, and Aspen. FEMA Region VIII, Baker AECOM I Pitkin County I Microsoft http://www.arcgis.com/hometwebmap/print.html 1/1 Item # 150OT-2CP-HH DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 62.33 ft2 • f c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC risers available • Secondary safety screen available with PVC riser ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FlLL 0'-0" 3'-0" 1'-0" 3'-0" 2' — 0" 4' — 0" 3'-0" 4'-0" DRY 4' — 0' 1500 Gallon Top Seam Two Compartment with High Head Pump Top 24" Minimum View Height Wires to - := Panel ..=] j uIck DWcor wd butyl Rubber �(j 11 Vale / Sealant TI Section View 'Service contacts available for maiMenance8 . I i 29" Pump: • Lowers TSS and Improves effluent quality to field • Easiest pump system to maintain on the market • Complete installation (wiring, panel, mounting and start-up procedures) • Complete warranty Digging Specs Invert Dimensions Net Capacity Net Weight 13' Long x 8' Wide Inlet Outlet Length Width Min. Height Inlet Side Outlet Total Lid Tank Total 56" below inlet 56 73 132" 68" 92" 1002 gal 507 gal 1509 gal 3600 lbs 11180 lbs 14980 lbs Water & (719) 3954764 28005 Co. Rd. 317 Wastewater P.O. Box 925 ,IF, VALLEY . p�u�Fax: (719) 395-3727 &��'0081211 RECAST, Inc. • Service website: www.vaAe'yixecast.00m Erwii: f orAdeskliftWleyprecastcom Biotube@ ProPak Pump Package TM 60 -Hz Series Pump Packages Float brack Supp( Pumr Float Float; Float Vault 4 -in. turbir Biotu cartri Control panel External splice box Riser lid (Optional; internal splice (not included) O Biotube® ProPakTm pump package components. General Orenco's Biotube° ProPak'" is a complete, integrated pump package for filtering and pumping effluent from septic tanks. And its patented pump vault technology eliminates the need for separate dosing tanks. This document provides detailed information on the ProPak pump vault and filter, 4 -in. (100 -mm) 60 -Hz turbine effluent pump, and control panel. For more information on other ProPak components, see the following Orenco technical documents: �)` • Float Switch Assemblies (NSU -MF -MF -1) • Discharge Assemblies (NTD -HV -HV -1) ge • Splice Boxes (NTD -S13 -S13-1) ly • External Splice Box (NTD -S13 -S13-1) Applications The Biotube ProPak is designed to filter and pump effluent to either gravity or pressurized discharge points. It is intended for use in a septic tank (one- or two-compartment) and can also be used in a pump tank. The Biotube ProPak is designed to allow the effluent filter to be removed for cleaning without the need to remove the pump vault or pump, simpli- fying servicing. Complete packages are available for on -demand or timed dosing sys- tems with flow rates of 20, 30, and 50-gpm (1.3, 1.9, and 3.2 Usec), as well as with 50 Hz and 60 Hz power supplies. Standard Models BPP20DD, BPP20DD-SX, BPP30TDA, BPP30TDD-SX, BBPP50TDA, BPP50TDD-SX Product Code Diagram BPP❑❑-❑ nd I Standard options: Blank = 57 -in. (1448 -mm) vault height, internal splice box, standard discharge assembly 68 = 68-1n. (1727 -mm) vault height SX = external splice box CW = cold weather discharge assembly DB = drainback discharge assembly 0 = cam lock MFV = non -mercury float Motor Control panel application: DD = demand -dosing TDA = timed -dosing, analog timer TDD = timed dosing, digital timer, elapsed time meter & counters Pump flow rate, nominal: 20 = 20 gpm (1.3 Usec) 30 = 30 gpm (1.9 Usec) 50 = 50 gpm (3.2 Usec) I Biotube® ProPak- pump vault Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 08114 Page 1 of 4 ProPakTM Pump Vault Materials of Construction Vault body Polyethylene Support pipes PVC Dimensions, in. (mm) PVC A - Overall vault height 57 (1448) or 68 (1727) B - Vault diameter 17.3 (439) C - Inlet hole height 19 (475) D - Inlet hole diameter (eight holes total) 2 (50) E - Vault top to support pipe bracket base 3 (76) F - Vault bottom to filter cartridge base 4 (102) IT B 0 ProPakTm pump vault (shown with Biotube filter and effluent pump) Biotube® Filter Cartridge Materials of Construction Filter tubes Polyethylene Cartridge end plates Polyurethane Handle assembly PVC Dimensions, in. (mm) A - Cartridge height 18 (457) B - Cartridge width 12 (305) Performance Biotube° mesh opening 0.125 in. (3 mm)* Total filter flow area 4.4 ft2 (0.4 m2) Total filter surface area 14.5 ft2 (1.35 m2) Maximum flow rate 140 gpm (8.8 Usec) *0.062 -in. (1.6 -mm) filter mesh available LB01 Biotube® filter cartridge (shown with float switch assembly) NTD -BPP -1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.0renco.com Rev. 1.2, ® 08/14 Page 2 of 4 4 -in. (100 -mm) Turbine Effluent Pumps Orenco's 4 -in. (100 mm) Turbine Effluent Pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field -serviceable and repairable with common tools. All 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, and meet UL requirements. Power cords for Orenco's 4 -in. (100 -mm) turbine effluent pumps are Type SOOW 600-V motor cable (suitable for Class 1, Division 1 and 2 applications). Materials of Construction Discharge: Stainless steel or glass -filled polypropylene Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass -filled PPO Impellers: Acetal (20-, 30-gmp), Noryl (50-gpm) Intake screens: Polypropylene Suction connection: Stainless steel Drive shaft: 300 series stainless steel Coupling: Sintered 300 series stainless steel Shell: 300 series stainless steel Lubricant: Deionized water and propylene glycol Specifications Nom. flow, gpm (Usec) Length in. (mm) Weight Discharge Ib (kg) in., nominal' Impellers 20(1.3) 22.5 (572) 26 (11) 1.25 4 30(1.9) 21.3 (541) 25 (11) 1.25 3 50(3.2) 20.3 (516) 27 (12) 2.00 2 Performance Nom. flow, gpm (Usec) hp (kW) Design Rated Min liquid flow amps cycles/day level, in. (mm) z 20(1.3) 0.5 (0.37) 12.3 300 18 (457) 30(1.9) 0.5 (0.37) 11.8 300 20 (508) 50(3.2) 0.5 (0.37) 12.1 300 24 (610) 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 discharge assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube® ProPakTm Pump Vault. Pump Curves Pump curves, such as those shown here, can help you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (TDH), providing a graphical representation of a pump's performance range. Pumps perform best at their nominal flow rate, measured in gpm or Usec. 140 m w 120 ,C 100 a �n 80 v e 60 a c 40 20 Flow in liters per second (Usec) 0.63 1.26 1.89 2.52 3.15 3.79 4.42 43 37 E G 30 C 24 m z 18 10 20 30 40 50 60 70 Flow in gallons per minute (gpm) 6 Orenco Systems® Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 •541-459-4449 • www.orenco.com NTD -BPP -1 Rev. 1.2, ® 08/14 Page 3 of 4 Control Panel (Demand Dose) Orenco's ProPak" demand dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as demand dosing from a septic tank into a conventional gravity drainfield. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) 120 V, repeat cycle from 0.05 seconds to 30 A - Height 11.5 (290) B - Width 9,5(240) C - Depth 5.4(135) Specifications screen and programming keys. Provides control Panel ratings 120 V, 3/4 hp (0.56 k", 14 A, single phase, 60 Hz 1. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 2. Circuit 120 V, 10 A, OFF/ON switch, Single pole breakers 3. Toggle switch Single -pole, double -throw HOA switch, 20 A 4. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 5. Audio alarm 120 V, automatic reset, DIN rail mount silence relay 6. Visual alarm 7/8 -in, (22 -mm) diameter red lens, "Push -to -silence," 120 V LED, UL Type 4X Control panel, demand -dose Control Panel (Timed Dose) Orenco's ProPak timed dose control panels are specifically engineered for the ProPak pump package and are ideal for applications such as timed dosing from a septic tank into a pressurized drainfield or mound. Analog or digital timers are available. Materials of Construction Enclosure UV -resistant fiberglass, UL Type 4X Hinges Stainless steel Dimensions, in. (mm) A - Height 11.5 (290) B - Width 9.5(240) C - Depth 5.4(135) Specifications Panel ratings 120V, 3/4 hp (0.56 k", 14 A, single phase, 60 Hz Dual -mode Programmable for timed- or demand -dosing (digital timed -dosing panels only) 1 a. Analog timer 120 V, repeat cycle from 0.05 seconds to 30 (not shown) hours. Separate variable controls for OFF and ON time periods 1 b. Digital timer 120-V programmable logic unit with built-in LCD (shown below) screen and programming keys. Provides control functions and timing for panel operation 2. Motor -start contactor 16 FLA, 1 hp (0.75 kW), 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA) 3. Circuit breakers 120 V, 10 A, OFF/ON switch, Single pole 120 V 4. Toggle Switch Single -pole, double -throw HOA switch, 20 A 5. Audio alarm 95 dB at 24 in. (600 mm), warble -tone sound, UL Type 4X 6. Visual alarm 7/8 -in. (22 -mm) diameter red lens, "Push -to -silence", 120 V LED, UL Type 4X 1:G C Control panel, timed -dose (digital timer model shown) NTD -BPP -1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 1.2, ® 08114 Page 4 of 4 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 SP® Franklin Electric C US LRB0980 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-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 SCOW 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 WO 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❑7111❑-❑ Tord length, ft (m):t Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 = 115' 200 = 200 2 = 230t 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 = Yz hp (0.37) 07 = 3/a hp (0.56) 10 = 1 hp (0.75) 15 = 1-f6 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 Y2 -hp (0.37k" only 1220 volts for 50 Hz pumps tNote: 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 Hz i CL 3 rn MM N Pump Model in A +% a o' c o LM 0 .y G R a `° 9 r2 a) d N M m .� s E r� = O R ECo c a� C J E C `� M y d T PF100511 10(0,6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 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 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 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 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 1/4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PH 0103200 5.1 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 1/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 5, 6,', 8 10(0.6) 2.00(l.49) 1 230 240 12.1 12.1 18 1 1/4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5, 6, 8 10(0.6) 2.00(l.49) 3 230 240 7.5 7.6 18 1 1/4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PH 0203200 5, 1,1 10(0.6) 2.00(l.49) 3 200 208 8.7 8.7 18 1 1/4 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 1/4 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 1/4 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 1/4 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 1/4 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 1/4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4,5 20(l.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 1/4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4,5 20(l.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 1/4 in, GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4,1 20(l.3) 1.50(l.11) 1 230 240 12.4 12.6 9 1 1/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4,5 20(l.3) 1.50(l.11) 3 200 208 7.1 7.2 9 1 1/4 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 1/4 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 1/4 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 1/4 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 1/4 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 1/4 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 1/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4,1 30(l.9) 1.50(l.11) 1 230 240 12.6 12.6 8 1 1/4 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 1/4 in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4.1 30(1,9) 1.50 (1.11) 3 460 480 2.8 2.8 8 1 1/4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5,6,' 30(l.9) 2.00(l.49) 1 230 240 11.0 11.0 10 1 1/4 in. SS 35.5 (902) 26 (660) 44 (20) 100 PF30203200 5,6 30(l.9) 2.00(l.49) 3 200 208 9.3 9.3 10 1 1/4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5, 6, 7, 8 30(l.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, 1, e 30(l.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, 6,', 8 30(l.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 1/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5,6, e 30(l.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 1/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 1-6,1 30(l.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 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 NTO-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) 1 230 240 10.1 10.1 4 -E 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50(3,2) 1.00 (0.75) 3 200 208 5.7 �, ^ Z N 4 2 in. SS v 26 (660) E a`� m i9 3 CL 480 ca 0 2.2 4 2 in. SS 43 CD $ in ani rn R my R m cc r E �, - E cm -pp N H R E �i N n R d -0 C C ..i 7.0 5 c� s� a z0 a cR 35 (16) E occ CD 240 3 ac Pump Model 2 in. SS 43.0 (1092) 37 (940) 55(25). 100 PF50303200 4.5, 8 50(3.2) 3.00 (2.23) 3 200 208 13.1 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 4.5, 8 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 5,8,7.8 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 5,6,7,8 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 Y4 in. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4,1 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 Y4 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 Y4 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 Y4 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 Y4 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 Y4 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 Y4 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 P8 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 8iotube® 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 N70-PU-PF-1 Rev. 2.2, ® 09114 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 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 PumpSeleff" software. Pump Curves, 60 Hz Models 800 700 as ,c 600 0 500 Ca t 400 300 a 200 100 Flow in gallons per minute (gpm) IOU 140 as c 120 0 100 cu 80 t 60 a 40 42 20 0 0 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) 400 PF20 Series, 60 Hz, 0.5 -1.5 hp 350 lfii1 --� --- --� a c 300 0 250 a 200 150 a 100 w 1� 50 01 0 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 45U 400 as 350 ,c 300 a 250 200 c 150 a Cts 100 1. 50 0, , 0 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 9UU 800 w as c 700 600 500 400 E 300 a 200 100 PF3005 m I.. _. Y....... .. 777777 00 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) IN 90 m .� 80 .c 70 D 60 a s 50 40 ea R a 30 c 20 a 10 � 1 I t 00 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, ® 09/14 Page 5of6 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 - - PF10 Series, 50 Hz, 0.37 -1.11 160 •.. 140 61 E 120 O 100 a m m = 80 U 60 a 40 ti 20 0 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 45 7.9 16 24 32 40 48 56 63 40 i 35 E 30 D 25 a R as c 20 U 6 e 15 4. 10 F� 5 0 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 1ZU 525 c 100 h 459 o y C � m E 394 80 c = 328 = O R 60 262 R Z CU Q = E 197 '� 40 m -o c 131 a :° w F' 20 66 328 e E 0 G 262 m e �0 0.4 0.8 1.2 1.6 2.0 2.4 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 10 19 29 38 48 57 67 76 86 30 R 27 c E C1 24 c m c 21 c O 18 � C 15 a s z E 12 U m a 9 6 F� 3 n 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 0 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) Flow in liters per second (L/sec) 66 89 m c 79 0 c 69 G 59 O 49 a R 39 z 30 m 20 R a 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 i1] IMPROVEMENT SURVEY PLAT LOT 1, BLOCK 2, FILING NO. 2 LITTLE ELK CREEK VILLAGE SUBDIVISION PITIUN COUNTY, COLORADO V = 20' NOTES wr i aax�'rJOPz u�rnc a ami wiue. raw w. z aou�mxo ro nc w eWtf I•WS'!D JILT A. HTS MI MT Iadf � JT W¢ aea N M COMr a Pla•I, 6mTJ a NOuae AiMH a eers]eT eanlml � rakes ku/er u• JLC�ar em kT M Na1nl rkaPElrrc exalt n• � roux kaeM JIO ,IL W eW JT M[ Eeaf rkaun calncr. i�aw.na Imm laa xumx�a�ilnrveuiHv n'�wn er'"mwao nu wJGwr¢ mvJxr, alms ko oemararr. MTm a/oe/mw Q lM 6 MFA1111paaT M T!t •!LY • ME eS •ALTY FWT. e) rest® kmk>s s al Mgobok Lxt e) row ,xk olnao arc Jr Tae w alknar. » wT n :area Jk-z coram a•: kmkr rwa Tare rur �i,uu con r¢T ulrr,Tro ma rm • e•rwm wH aokkolT K auamm. Jiakin rank; w t kLuwr ew a r]Gemc rmr 6 amm •rmlaG �y aN. ala roar la[ SURVEYORS CERTIFICATE L.kaek waw leaky m kulr c...rt ena (w,ry LaN m. CaASIY ale/v aPys Wes aY � m 'Spwnkk pet' a a,•�wa M tR% / ]Fel-1 N kkt k Y S aman.nW ISN v,k/ aaPaO Va ma•n el NI rkaluh aiM urklMk��l � wpa a etlY ell�eYe m tlr l�vetl Nal W wvaa:.M4`a�M ! rnS�m Wal. Sry ° ��r aNlmee Y�is tiv F Irks a�iva a gwlkee mesh Ylpwsnnr vwY*wr O�ISMu i�ola.Tl. YILNILL P. UJftNiT e11 I eHH MIG a-S}tk wNa11,rHller,M• OJTf Mable 6I®I Ni MQ: IN31 OJBrR LNr T IJ!• • taTaR IJC C� LITTLE ELK CREEK VILLAGE HOME OWNERS' ASSOCIATION Post Office Box 420 Snowmass, CO 81654-0420 Via email September 8, 2016 Mr. Tom Taylor c/o Mr. Tim Cottrell, realtor Re: 61 Davidson, Little Elk Creek Subdivision Snowmass, Colorado, 81654 Re: Water Service in Little Elk Creek Subdivision As applicable to the home at Block 2 Lot 1, Little Elk Creek Village, Filing 2, with address of 61 Davidson. To whom it may concern: This lot is served by the Little Elk Creek Community Water System, and as this lot is within the Little Elk Creek Subdivision, receives water from that system, and by virtue of being part of the subdivision, will continue to receive water service from its existing water tap on that system. Domestic (treated) water from this system is provided for household use only, irrigation water for this lot is acquired via irrigation streams or ditches. In regard to this lot, the Board of Trustees endorses replacement of the existing septic system to comply with all present requirements of Pitkin County in regard to such systems. Sincerely, Board of Trustees Little Elk Creek Village Homeowners Association, Inc. Keith Edquist, Association Manager Cc: Bruce Anderson, President Little Elk Creek Village Homeowners Association, Inc. 09.8.2016 To Whom It May Concern: Altitude Septic site management plan is as follows: • On site dust control (keeping dirt piles wet). • Slowed driving while in residential area. • Working only between the hours of 7a.m. to 7 p.m. • Slowed driving while in residential area. • Erosion control if needed. It is Altitude Septic's desire to maintain a clean and safe work environment. Crystal Daubs Altitude Septic, LLC Office Manager 970-471-0913 Altitude Septic, LLC Tel 970-471-0913 PO Box 1534 AltitudeSeptic.com Eagle, CO 81631 AltitudeSeptic@gmail.com FSTIMA7,6g 1601171cue ti �G 5 P A'y�•'VSPEC110NS • PDQ \Q`