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HomeMy WebLinkAboutpitkin.eh.246527402007 (2015) (Ranch Manager)ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) Ex/NR CONSTRUCTION PERMIT ' 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0046.2014.POWT Parcel ID #: 2465-274-02-007 Permit Issued: ®NEW CDU ❑REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ®AMENDMENT Owner(s) Deadwood Ranch LLC Property Address: Legal Description: Size of Lot: 344 Size of Building: 325 Swearingen Way Area 3 Parcel 1. Deadwood Ranch – "Ranch Manager's Residence" 2957 Acres Sq. Ft. Detached Accessory Unit Size of Accessory Unit: This system is designed to accommodate: 2 -bedroom residence Designed By: All Service Septic Phone #: 970-704-0484 Fax #: Project #: C1088 Mailing Address: Email Address: 0 • Sq. Ft. Dated: September 3, 2104 Perc Rate: 0.35 LTAR Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: Minimum Tank Capacity: 1000 gallons Minimum Absorption Area: 480 ft2 (50% Reduction Permit Conditions: >8 feet 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 an amendment to an existing OWTS permit to reduce the bedroom count from three bedrooms to two. Permit # 0046.2014.POWT is void. Sewage will flow via gravity to a 1000 -gallon two-compartment septic tank with an Orenco pump system installed in the second compartment. Effluent will be pressure dosed to an automatic distribution valve (ADV) and then to a three -trench soil treatment area (STA). Each STA trench will have 14 Quick -4 chambers for a total of 42 chambers. Distribution laterals will be suspended in each row of chambers with a flushing assembly at the end of each lateral. The STA shall be a minimum of 100 feet to any well and/or stream/pond. 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 48-hour 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, REHS — Date: 10/09/15 Expires: 11/09/15 Do Your Part, Be SepticSma The Do's • of a Learn these simple steps to protect your home, health, environment and property value: septicsmart IJ i. Environmental Protection Agmcy 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 drainfield, 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 efficien by fixing plumbing leaks and consider installing bathroom and kitchen faucet aerators and water -efficient products. REQUEST FOR AN AMENDMENT TO AN CFMH/NR OWTS CONSTRUCTION PERMIT 76 Service Center Rd - Aspen, CO -81611 Phone: 970.920.5070 Fax: 970.920.5374 This form should be used for requesting an amendment to on OWTS Construction Permit if there have been significant changes to an OWTS design that differ from what was approved as part of the OWTS Construction Permit. An hourly fee of $162/hour will be invoiced upon review of the new design and reissuance of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at http //www aspen2itkin com,/pdfs/depts112/ow"` ea.p Permit Number for Which Amendment is Requested: (Q. ZOt�k Paws Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at wwrw.pitkinassessor.orel: Z("k Example: Property ,, MORN Building Permit #: Property Owner(s):D ,, op� L�L�-+mail Address: Owner's Mailing Address: City, State, Zip: Home Phone: Business Phone: Primary Contact Person/Applicant (if not owner):�j�7 Company: ' I- S 1 't O >� .f �J Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: J _� Business Phone: Fax Number: Email Address: PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate. I acknowledge that EH/NR may revoke any permit i am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on the OWTS until the OWTS Construction Permit is amended or a new permit Is issued. Owner/Applicant Signature OFFICE USE ONLY: Recived by: Invoice #: invoice amount: Date Date: Date received: ALL33 Four Wheel Drive Rd Carbondale, CO 81623 910-309-5259 December 8, 2015 Max Filiss Divide Creek Builders max@dividecreekbuilders.com Onsite Wastewater Treatment System (OWTS) Installation Observations Ranch Manager's Residence 325 Swearingen Way Pitkin County, Colorado OWTS Construction Permit Number 0012.2015.POW2 Max, Project No. C1088 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 6 and November 23, 2015 for the subject property. Avalanche Excavating installed the system. The installation included 1000 -gallon, two-compartment Valley Precast septic tank with an Orenco® ColoradoPak Pump system and an Orenco® PF3005 pump installed in the second compartment of the septic tank. The filter in the second compartment of the septic tank must be cleaned annually, or as needed. On/Off floats were spaced to achieve a 90 -gallon dose. The control panel for the pump is located within line of sight of the septic tank. Valley Precast personnel performed start-up on the pumping system. Effluent is pumped via a 1.5 -inch diameter Schedule 40 pump line (with a minimum 1 % grade for drain back into the tank) to an automatic distributing valve (ADV), which is accessible from grade. Effluent is pressure dosed to three trenches, each with 14 `Quick 4' Infiltrator® chambers for a total of 42 chambers and 504 square feet of infiltrative area. There was a minimum of 6 -feet of undisturbed soil between each trench. Laterals are 1.25 -inch in diameter and suspended with zip ties to the underside of the chambers. Laterals have 3/16 -inch orifice holes facing UP (with the exception of the first and last holes facing down for drainage), spaced 3 -feet on center. Each lateral ends inside the chamber, but provides a flushing valve accessible through the inspection port. A valve tool may be necessary if the valve is located more than arm's length from the top of the inspection port. Inspection ports were installed at both the beginning and end of each trench. 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 O,Ei h CGt i; 4 Carla Ostberg, MPH, REHS Looking toward house / clean out and control panel Reviewed l V Richard H Control panel for pump 1= m cl N!r" 1= m cl 0 E Flushing valves inside chambers Inspection ports Chamber trench installation Final cover with inspection ports visible from grade N GPS COORDINATES: ❑A N39°19.685' / W107°05.775' © N39"19.681' / W107°05.771' © N39°19.687' / W107°05.762' R N39 -19.689'/W107 -05.765- 0. 39°19.689'/W107°05.765'0' 10' 20' R N39 -19.684-/W107-15.777' Scale: 1" = 20'-0" [E]N39'19.696-/W107-15.760- WD / u /J r az .t_ ' ' 24 � � : ,� a 34 7Y�-` i / 28 30 \ �^ ail NV.OT - A F TANK \ RE CE0 L. ARKIN s ( AREA�- _._.. .._ .; 4" DI SDR- SEWER PIPE SE Eg L E E ASED WITH D BL WEEP WIT 1410- T OF WAT EANOU TO T MIN LINE QS N 2% OPE) 00 -GAL N, `\ T _COMPA EN� 2 s CON C TE SEPTI NK22 ITH PU R35`0 D / 1.5" DIA H-40 P MP +D U I I LINE TO AD (MIN 1 % DR , INBAC TO 4l 6 E B D\ rt ADV M 640�r/ter �ACC IBLE AT,G Imo. � CONT cToR AR G � t 1 CH LATERAL ��t J ENDS IN A FLUSHING VALV��� l\ I SPECTION OR T QUICK -4' CHAMBER TRENCHES �. BEGINNING AND END WITH 1.25" DIA SCH4'0 P t, EACH TRENCH SUSPENDED LATERAS WITH \ /16" ORIFICE HOLEd FACING UP . pp 3 C. 3 ROWS OF 14 CHAMBERS �p • \ i = 42 AMBERS = 50� SF % �. n RECORD DRAWING- o L 33 Four Wheel Drive RoadDate: 12/08/15 Deadwood Ranch -Ranch Manager's Residence Carbondale, CO 81623 R 970.309.5259 Swearingen Way EAYICf Pitkin County, Coloado Designed By: CBO record Reviewed By: RHP Project Number. C1088 Drawn By: ANG Sheet 1 of 1 i LL 33 Four Wheel Drive Rd Carbondale, CO 8162323 910.309.5259 September 3, 2104 Max Filiss Divide Creek Builders max(a)dividecreekbuilders.com Subsurface Investigation and Onsite Wastewater Treatment System Design Ranch Manager's Residence Swearingen Way Pitkin County, Colorado Max, Project No. C1088 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the Ranch Manager's Residence. The property is located outside of Basalt, in an area where OWTSs and wells are necessary. We have modified the original design, dated August 19, 2014, considering sizing criteria outlined in the current Pitkin County OWTS Regulation. The bedroom count has been reduced from 3 -bedrooms to 2 -bedrooms. All documents dated August 19, 2014 should be replaced with documents dated September 3, 2015. SITE CONDITIONS This portion of the property, Activity Envelope No. 3, will be developed as the Ranch Manager's quarters. The Ranch Manager's residence, an equipment barn, and a Shop/Barn are proposed. The Ranch Manager's Shop/Barn will be served by a separate OWTS (ALL SERVICE Septic Project No. C1079) and is not part of this design. The proposed equipment barn will not have any plumbing. The well is located on the south portion of the property, greater than 100 -feet from the proposed soil treatment area (STA). A water line will cross the sewer line between the residence and the septic tank. The sewer line must be properly encased within 10 -feet of the crossing (see W3.0/6). The site plan depicts the location for the septic tank in a parking area; however, this area will not be used for parking or traffic. SUBSURFACE The subsurface was investigated on May 27, 2014 by digging one 7 -foot profile pit and taking a soil sample from approximately 3 -feet below grade. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated May 30, 2014, Job No 114 021K. Soil analysis was conducted in accordance with the then -current regulation. The materials encountered in the profile pit consisted of very dark brown to reddish brown, moist, organic topsoil to 2 -feet, underlain by light brown to tan, loose, clayey, sandy silt with 2 to 4 -inch diameter cobbles to 6 -feet, underlain by similar material with 6 to 8 -inch diameter cobbles to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A PVC pipe was placed in the profile pit for future monitoring. The profile pit was dug at a time of high runoff. Past irrigation practices have included flood irrigation; however, there is no intention to implement flood irrigation practices in the future. Page 2 The gradation performed by HP Geotech shows the soil consists of 15% gravel, 38% sand, 28% silt and 19% clay. The USDA soil type is classified as Gravelly, Sandy, Clay Loam. An additional 8 -foot soil profile test pit should be excavated prior to installation of the STA to confirm soil conditions are consistent with those encountered previously and can be evaluated under current code requirements. This office and Pitkin County Environmental Health Department must be notified upon excavation of the test pit. A long term acceptance rate (LTAR) of 0.35 gallons per square foot will be used to design the OWTS, in accordance with Pitkin County OWTS Regulation, Table 6.28-7. Profile Pit observed May 27, 2014 DESIGN SPECIFICATIONS The OWTS design is based sizing for 2 -bedroom residence. An average daily flow of 300 gallons/per day will be used. Design Calculations: 2 bedrooms x 75 gallons/person/day x 2 people/bedroom = 300 gallons/day Septic Tank Capacity = min. 600 gallons + 250 gallons for pump capacity = 1000 -gallon tank STA Calculations = 300 gallons/day / 0.35 SF/gallon (Clay Loam) = 857 SF Pressure Dosed Bed 857 SF x 0.8 = 686 SF Chambers 686 x 0.7 = 480 SF 480 SF / 12 SF/chamber = minimum 40 `Quick 4' Infiltrator® chambers The system must include a 1000 -gallon, two-compartment septic tank with an Orenco® ColoradoPak Pump system and an Orenco® PF3005 pump installed in the second compartment of the septic tank. The ColoradoPak includes a Biotube Pump Vault, effluent filter, control panel, and other associated parts. 0 Page 3 On/Off floats should be spaced to achieve a 90 -gallon dose. The control panel for the pump should be located within line of sight of the septic tank. We recommend PVC risers, accessible from grade, on both septic tank manhole lids. Effluent will be pumped via a 1.5 -inch diameter Schedule 40 pump line (with a minimum 1 % grade for drain back into the tank) to an automatic distributing valve (ADV), accessible from grade. Effluent will be pressure dosed to three trenches, each with 14 `Quick 4' Infiltrator® chambers for a total of 42 chambers and 504 square feet of infiltrative area. Laterals must be 1.25 -inch in diameter and suspended with zip ties to the underside of the chambers. Laterals must have 3/16 -inch orifice holes facing UP (with the exception of the first and last holes facing down for drainage), spaced 3 -feet on center. Each lateral will end in a 90 - degree sweeping ell facing up with a ball valve in a 10 -inch valve box accessible at grade (see flushing assembly detail 7/W3.0). Inspection ports must be installed at both the beginning and end of each trench. Inspection ports may be capped and installed below grade in a sprinkler box. There must be at least 6 - feet of undisturbed soil between each trench. 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. 0 1111111110 Page 4 ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3 -inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC ooth & a's-f&"-L8 Carla Ostberg, MPH, REHS Reviewed Richard H G4!50'Ptecr HEPWORTH-PAWLAK GEOTECHNICAL INC May 30, 2014 CBO Inc. Attn: Carla Ostberg 33 Four Wheel Drive Road Carbondale, Colorado 81623 carla.ostbergAgmail.com C Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 Email: hpgeo@hpgeotech.com Job No. 114 021K Subject: Laboratory Test Results, Deadwood Ranch Caretaker Residence, Pitkin County, Colorado Dear Mrs. Ostberg: As requested, Hepworth-Pawlak Geotechnical, Inc. performed gradation analysis on a sample delivered to our laboratory by you. The services were performed in accordance with our agreement for professional engineering services to you, dated January 24, 2014. Results of the gradation and hydrometer analysis performed on the sample are presented on Figure 1. The sample tested has an USDA Soil Texture Classification of Gravelly Sandy Clay Loam. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PDA WLAK GEOTECHNICAL, INC. Louis E. Eller LEE/ksw attachment Figure 1 — USDA Soil Texture Gradation Test Results Parker 303-841-7119 - Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 It k Pump Selection for a Pressurized System - Single Family Residence Project Deadwood Ranch Manager's Residence / C1088 Parameters Discharge Assembly Size 1.25 inches Transport Length Before Valve 77 feet Transport Pipe Class 40 gpm Transport Line Size 1.50 inches Distributing Valve Model 6403 % Transport Length After Valve 77 feet Transport Pipe Class 40 fps Transport Pipe Size 1.50 inches Max Elevation Lift 10 feet Manifold Length 0 feet Manifold Pipe Class 40 feet Manifold Pipe Size 1.25 inches Numberof Laterals per Cell 3 feet Lateral Length 54 feet Lateral Pipe Class 40 feet Lateral Pipe Size 1.25 inches Orifice Size 3/16 inches Orifice Spacing 3 feet Residual Head 5 feet Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Minimum Flow Rate per Orifice 0.97 gpm Number of Orifices per Zone 19 Vol of Manifold Total Flow Rate per Zone 18.9 gpm Numberof Laterals perZone 1 Total Vol Before Valve %Flow Differential 1st/1-ast Orifice 8.2 % Transport Velocity Before Valve 2.9 fps Transport Velocity After Valve 2.9 fps Frictional Head Losses Total Dynamic Head 25.9 Lossthrough Discharge 2.5 feet Loss in Transport Before Valve 1.7 feet Loss through Valve 3.9 feet Loss in Transport after Valve 1.7 feet Loss in Manifold 0.0 feet Loss in Laterals 0.9 feet Loss through Flowmeter 0.0 feet 'Add-on' Friction Losses 0.0 feet Pipe Volumes Vol of Transport Line Before Valve 8.1 gals Vol of Transport Line After Valve 8.1 gals Vol of Manifold 0.0 gals Vol of Laterals per Zone 4.2 gals Total Vol Before Valve 8.1 gals Total Vol After Valve 12.3 gals Minimum Pump Requirements Design Flow Rate 18.9 gpm Total Dynamic Head 25.9 feet Orenco Systems" Incorporated CJa Vn gdx Wiv du W&&D- War ..e 300 250 200 d d LL 2 O H co J: 150 0 E m C a 0 R ~ 100 50 0` 0 PumpData 5 10 15 20 25 30 35 40 Net Discharge (gpm) PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1060Hz,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 1060Hz, 200/460V 30 60H PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1060Hz, 200/230/460V 30 60H ana System Curve:. Pump Curve: — - Pump Optimal Range. Operating Pointo Design Pointo WA N 0' 15' 30' Scale: 1" = 30'-0" - �Y t o. za I R199' 1 --. •`t 24. 22 ki 26 W 2630� 28 q WORK 32 , � 1 TWO. 24 3 1 ➢ tr fir: i�° X22 2 p 18 14 28 l A- } � 9 Rh111 X.L B R A 0/ R'S $NARN ,7 a N AC70R'� 1 W0 �E oodoo \I y DRAWINGS (MUST BE (1SED IN Do` \yAs CONJUNCTION WITH DESIGN LETTER DATED 09/03/ 5 rl PARTIAL SITE PLAN 33 Four Wheel Drive RoadDate: 09/03/15 Carbondale, CO 81623 Deadwood Ranch -Ranch Manager's Residence R S p } 970.309.5259 Swearingen Way \ /� / O EAYICE 4 Pitkin County, Coloado Designed By: CBO W/ �/ Reviewed By: RHP Project Number. C1088 Drawn By: ANG Sheet 1 of 3 N DESIGN 2 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 2 BEDROOMS X 2 PERSONS/BEDROOM) WASTEWATER FLOW = 300 GALLONS TANK: 0' 10' 20' 1000 -GALLON, TWO-COMPARTMENT TANK WITH PUMP Scale: 1" = 20'-0" SOIL TREATMENT AREA: LONG TERM ACCEPTANCE RATE (LTAR) = 0.35 GAL/SQ FT 300 GPD / 0.35 = 857 SF 857 SF X 0.8 (PRESSURE DOSED TRENCHES) X 0.7 (CHAMBERS) = 480 SF 3 GRAVELLESS CHAMBER TRENCHES EACH WITH 14'QUICK 4' CHAMBERS = 42 CHAMBERS �, 4' >I�IA� • y 110 i in MAP / 1.5" 91A SCH 40 PUMP LINE TO N 1. DRAIN TO TAN ACC SIBLE AT�GR E \\ ICK -4 CHAM R TREN HES / VAIS&_ 1.2 " DI CH -40 SLSPEN E ATERALS WITH \ \ 3/16" ORIF E HOLES FACING UP O. OWS OF 14 CHAMB S i \ 42 BERS = 502 SF f t NOTE: WHERE THE WATE LINE CROSSES ANY \ SEWER LINE, EITHER END E H LATERAL I A MUST BE ENCASED PER 0' S EEPING rLL FACING W3.016 WITHIN 10 -FEET OF U ITH A BALL'VALVE IN THE CRO§SING VA BOX ACCESSIBLE AT GRA i INSPECTION POR T BEGINNING AND END EACH TRENCH IN n PROPOSED OWTS ITIN \.4Sy�` t 33 Four Wheel Drive Road Deadwood Ranch - Ranch Manager's Residence Date: 09/05/15 Carbondale, CO 81623 }} 970.309.5259 Swearingen Way W2.0 /� 2. O S Q.pl•. Pitkin County, Coloado Designed By: CBO 1/ �/ ReviewedBy: RHP L 1 ` Project Number: C1088 Drawn By: ANG Sheet 2 of 3 4" DIA SDR -35 SE PIPE ZIP -TIED TO UNDERSIDE OF CHAMBER SLIP-ON PVC C DO NOT GLUE INSULATED CC TRACER WIRE 4" DIA SDR -35 SEWER LINE INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH OBSERVATION PIPE INFILTRATOR END PLATE 14 CHAMBERS PER TRENCH END EACH LATERAL IN A 900 SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE n STA PLAN woT m swc FINISHED GRADE TO TANK TO HOUSE (1 CLEANOUT DETAIL NOT - SCAIE 4" PVC SCHEDULE 40 CAP MUST BE ENCASEMENT PIPE OBERVATION IN A WATER TIGHT SCH 40 RIGID END PIPE 3.0' max UNDISTURBED SEALANT PIPE HOLE DRILLED IN END SOIL 4" DIA SDR -35 SEWER LINE. LARGE ENOUGH TO MUST REST ON BOTTOM ALLOW SEWER LINE TO OF ENCASEMENT PIPE 2'min 6' min I LIMIT OF ExCAVATION SECURE LATERALS W/ APPROPRIATE SCARIFY SURFACE ZIP TIES GRAVELLESS 'QUICK -4' CHAMBER (4'x 3') rl STA SECTION XOT ro � 4" DIA SDR -35 SE PIPE ZIP -TIED TO UNDERSIDE OF CHAMBER SLIP-ON PVC C DO NOT GLUE INSULATED CC TRACER WIRE 4" DIA SDR -35 SEWER LINE INSPECTION PORT AT BEGINNING AND END OF EACH TRENCH OBSERVATION PIPE INFILTRATOR END PLATE 14 CHAMBERS PER TRENCH END EACH LATERAL IN A 900 SWEEPING ELL FACING UP WITH A BALL VALVE IN A VALVE BOX ACCESSIBLE AT GRADE n STA PLAN woT m swc FINISHED GRADE TO TANK TO HOUSE (1 CLEANOUT DETAIL NOT - SCAIE I6° 12" 34 - LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE_/ n CHAMBER DETAILS xoT To scut G RAV ELLESS 'QUICK -4' CHAMBER (4'x 3') PIPES PLACED IN 6' min TOP PORT CHAMBER EN END PLATES 1.5" DIA SCH-40 PUMP LINE FROM TANK ADV MODEL 6403 -ACCESSIBLE AT GRADE 1.5" DIA SCH-40 PUMP LINE FROM ADV J.25" DIA SCH-40 SUSPENDED LATERALS WITH 5/32" ORIFICE HOLES FACING UP 3' O.C. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE 30" DIAMETER PVC RISER (INSULATED MIN AUTOMATIC L DISTRIBUTING VALVE ASSEMBLY FROM EFFLUENT PUMPING SYSTEM 1.5" DIA INLET AND OUTLETS n ADV DETAIL DETAIL IqT ro SC/,lE •• 1=71: �7 �i: �Ir-I" ■ • 0' SWEEPING ELL (-,-,,.ENCASEMENT DETAILFLUSHING ASSEMBLY DETAIL wor ro scuc �wrro scut 33 Four Wheel Drive RoadDate: 09/05/15 Carbondale, CO 81623 Deadwood Ranch -Ranch Manager's Residence } 970.309.5259 Swearingen Way \ /r, /�.O fflYlCf 5 Pitkin County, Coloado Designed By: CBO W/ 1/ Reviewed By: RHP Project Number: C1088 Drawn By: ANG Sheet 3 of 3 END SCHEDULE 40 CAP MUST BE ENCASEMENT PIPE GLUED OR SECURED IN A WATER TIGHT SCH 40 RIGID END FASHION WITH CAP AT EACH END UNDERGROUND OF PIPE SEALANT PIPE 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 I6° 12" 34 - LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE_/ n CHAMBER DETAILS xoT To scut G RAV ELLESS 'QUICK -4' CHAMBER (4'x 3') PIPES PLACED IN 6' min TOP PORT CHAMBER EN END PLATES 1.5" DIA SCH-40 PUMP LINE FROM TANK ADV MODEL 6403 -ACCESSIBLE AT GRADE 1.5" DIA SCH-40 PUMP LINE FROM ADV J.25" DIA SCH-40 SUSPENDED LATERALS WITH 5/32" ORIFICE HOLES FACING UP 3' O.C. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE 30" DIAMETER PVC RISER (INSULATED MIN AUTOMATIC L DISTRIBUTING VALVE ASSEMBLY FROM EFFLUENT PUMPING SYSTEM 1.5" DIA INLET AND OUTLETS n ADV DETAIL DETAIL IqT ro SC/,lE •• 1=71: �7 �i: �Ir-I" ■ • 0' SWEEPING ELL (-,-,,.ENCASEMENT DETAILFLUSHING ASSEMBLY DETAIL wor ro scuc �wrro scut 33 Four Wheel Drive RoadDate: 09/05/15 Carbondale, CO 81623 Deadwood Ranch -Ranch Manager's Residence } 970.309.5259 Swearingen Way \ /r, /�.O fflYlCf 5 Pitkin County, Coloado Designed By: CBO W/ 1/ Reviewed By: RHP Project Number: C1088 Drawn By: ANG Sheet 3 of 3 4" PVC 52" OBERVATION 48„ PIPE 12 34" (EFFECTIV LENG I6° 12" 34 - LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE_/ n CHAMBER DETAILS xoT To scut G RAV ELLESS 'QUICK -4' CHAMBER (4'x 3') PIPES PLACED IN 6' min TOP PORT CHAMBER EN END PLATES 1.5" DIA SCH-40 PUMP LINE FROM TANK ADV MODEL 6403 -ACCESSIBLE AT GRADE 1.5" DIA SCH-40 PUMP LINE FROM ADV J.25" DIA SCH-40 SUSPENDED LATERALS WITH 5/32" ORIFICE HOLES FACING UP 3' O.C. FIRST AND LAST HOLES FACE DOWN FOR DRAINAGE 30" DIAMETER PVC RISER (INSULATED MIN AUTOMATIC L DISTRIBUTING VALVE ASSEMBLY FROM EFFLUENT PUMPING SYSTEM 1.5" DIA INLET AND OUTLETS n ADV DETAIL DETAIL IqT ro SC/,lE •• 1=71: �7 �i: �Ir-I" ■ • 0' SWEEPING ELL (-,-,,.ENCASEMENT DETAILFLUSHING ASSEMBLY DETAIL wor ro scuc �wrro scut 33 Four Wheel Drive RoadDate: 09/05/15 Carbondale, CO 81623 Deadwood Ranch -Ranch Manager's Residence } 970.309.5259 Swearingen Way \ /r, /�.O fflYlCf 5 Pitkin County, Coloado Designed By: CBO W/ 1/ Reviewed By: RHP Project Number: C1088 Drawn By: ANG Sheet 3 of 3 u Item 0 1 OOOT-2CP-HH Top View Section View 1000 Gallon Top Seam Two Compartment with High Head Pump 11 . �21Y' Clear Access `� • �. (Big 1.1019 Lid &Weer) J CL— .777 I1 Rubber wines to Tank: "Meets ASTM C4227 spec Including C-1644-06 for resilient connectors e 6000 psi concrete • Delivered complete with Internal piping Se►vke contracts available for maintenance DMging Specs 11' Long x T Wlds 58' below inlet Invert Minimum Height 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 _ n.c c■a.de _� 15W Ou73d I `1 11 60' Height Inlet Side Outlet: Skb _687 gallons 1923 gallons Nd vAlo- Lid Tank TOW 2,920 b 6,990 b 12,20D b Water & Wastewater • Systems rmo,,, ALLEY . Products RECAST, Inc. •service (719) 395-6764 Total gaiions 28005 Co. Rd. 317 P.O. Box 925 Fax: (719) 395-3727 &gena Vise, CO 81211 Website: wwwmalleyprecast.com Email: frontdesk@valleyprecastcom ru PF Series 4 -inch (1 00 -mm) Submersible Effluent Pumps Applications Our 4 -inch (100 -mm) Submersible Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks. All our pumps are constructed of lightweight, corrosion -resistant stainless steel and engineered plastics; all are field - serviceable and repairable with common tools; and all 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco's Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sewers, wetlands, lagoons, and more. These pumps are designed to be used with a Biotube° pump vault or after a secondary treatment system. Franklin Liquid End Franklin Super Stainless Motor — Discharge Connection — Bypass Orifice — Suction Connection Powered by s�• Franklin Electric C US LR80980 LR2053896 Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability with no deterioration in pump life or performance` • Patented 1B -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Liquid end repair kits available for better long-term cost of ownership • TRI-SEALTM floating impeller design on 10, 15, 20, and 30 gpm (0.6,1.0, 1.3, and 1.9 Usec) models; floating stack design on 50 and 75 gpm (3.2 and 4.7 Vsec) 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 PF ❑ ❑ ❑ – ❑ Tord length, ft (m)? Blank = 10 (3) 20 = 20 (6) 30 = 30 (9) 50 = 50 (15) Voltage, nameplate: 1 =115* 200 = 200 2 = 2301 4 = 460 Frequency: 1 = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower (k": 03 = 'A hp (0.25) 05 = YZ hp (0.37) 07 = Y4 hp (0.56) 10 = 1 hp (0.75) 15 = 1-'31 hp (1.11) 20 = 2 hp (1.50) 30 = 3 hp (2.24) 50 = 5 hp (3.73) Nominal flow, gpm (Vsec): 10 = 10 (0.6) 15 = 15 (1.0) 20 = 20 (1.3) 30 = 30 (1.9) 50 = 50 (3.2) 75 = 75 (4.7) Pump, PF Series h -hp (0.37M) only 1220 volts for 50 Hz pumps 'Note: 20 -foot cords are available only for single-phase pumps through 1-h 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 o Df y Qn� Ftp N D j 2 Pump Model y W d N Of E Z 7 a Q fA y_Ol CL 61 E D ea � x R �2 � I N t � h 0.0 O m c � J "- �^ � 1= C v M O1 .� a OC PH 00511 10(0.6) 0.50 (0.37) 1 115 120 12.7 12.7 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PH 00512 10(0.6) 0.50 (0.37) 1 230 240 6.3 6.3 6 1 '/4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PF10053200 10(0.6) 0.50 (0.37) 3 200 208 3.8 3.8 6 1 Y4 in. GFP 23.0 (660) 16 (406) 26 (12) 300 PH 00712 4.5 10(0.6) 0.75 (0.56) 1 230 240 8.3 8.3 8 1 Y4 in. GFP 25.9 (658) 17 (432) 30 (14) 300 PF10073200 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 1,1 10(0.6) 1.00 (0.75) 1 230 240 9.6 9.6 9 1 Y4 in. GFP 27.9 (709) 18 (457) 33 (15) 100 PH 0103200 5,1 10(0.6) 1.00 (0.75) 3 200 208 5.5 5.5 9 1 '/4 in. GFP 27.3 (693) 18 (457) 37 (17) 300 PF102012 1,1.7.8 10(0.6) 2.00(l.49) 1 230 240 12.1 12.1 18 1 Y4 in. SS 39.5 (1003) 22 (559) 48 (22) 100 PF102032 5.6.1 10(0.6) 2.00(l.49) 3 230 240 7.5 7.6 18 1 Y4 in. SS 37.9 (963) 20 (508) 44 (20) 300 PH 0203200 5, 6. a 10(0.6) 2.00(l.49) 3 200 208 8.7 8.7 18 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 Y4 in. GFP 19.5 (495) 15 (380) 23 (10) 300 PF150312 15(l.0) 0.33 (0.25) 1 230 240 4.4 4.5 3 1 '/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 'A in. GFP 22.3 (566) 18 (457) 25 (11) 300 PF200512 20(l.3) 0.50 (0.37) 1 230 240 6.4 6.5 4 1 Y4 in. GFP 22.5 (572) 18 (457) 26 (12) 300 PF20053200 20(l.3) 0.50 (0.37) 3 200 208 3.7 3.8 4 1 Y4 in. GFP 22.3 (566) 18 (457) 26 (12) 300 PF201012 4,1 20(l.3) 1.00 (0.75) 1 230 240 10.5 10.5 7 1 Y4 in. GFP 28.4 (721) 20 (508) 33 (15) 100 PF20103200 4.5 20(l.3) 1.00 (0.75) 3 200 208 5.8 5.9 7 1 Y4 in. GFP 27.8 (706) 20 (508) 33 (15) 300 PF201512 4,1 20(l.3) 1.50(l.11) 1 230 240 12.4 12.6 9 1 '/4 in. GFP 34.0 (864) 24 (610) 41 (19) 100 PF20153200 4, 5 20(l.3) 1.50(l.11) 3 200 208 7.1 7.2 9 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 '/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'/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 Y4 in. GFP 21.3 (541) 20 (508) 25 (11) 300 PF300712 30(l.9) 0.75 (0.56) 1 230 240 8.5 8.5 5 1 Y4 in. GFP 24.8 (630) 21 (533) 29 (13) 300 PF30073200 30(l.9) 0.75 (0.56) 3 200 208 4.9 4.9 5 1 '/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 '/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 '/4 in. GFP 26.4 (671) 22 (559) 33 (15) 300 PF301512 4.5 30(l.9) 1.50(l.11) 1 230 240 12.6 12.6 8 1 Y4 in. GFP 32.8 (833) 24 (610) 40 (18) 100 PF30153200 4,1 30(l.9) 1.50(l.11) 3 200 208 6.9 6.9 8 1 'A in. GFP 29.8 (757) 22 (559) 34 (15) 300 PF301534 4,1 30(l.9) 1.50(l.11) 3 460 480 2.8 2.8 8 1 Y4 in. GFP 29.5 (685) 22 (559) 34 (15) 300 PF302012 5, 5-' 30(l.9) 2.00(l.49) 1 230 240 11.0 11.0 10 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 Y4 in. SS 34.0 (864) 24 (610) 41 (19) 300 PF303012 5,67s 30(l.9) 3.00 (2.23) 1 230 240 16.8 16.8 14 1 Y4 in. SS 44.5 (1130) 33 (838) 54 (24) 100 PF303032 5, 5, s 30(l.9) 3.00 (2.23) 3 230 240 10.0 10.1 14 1 Y4 in. SS 44.3 (1125) 27 (686) 52 (24) 300 PF305012 5, 5.' s 30(l.9) 5.00 (3.73) 1 230 240 25.6 25.8 23 1 '/4 in. SS 66.5 (1689) 53 (1346) 82 (37) 100 PF305032 5, 6, a 30(l.9) 5.00 (3.73) 3 230 240 16.6 16.6 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF30503200 5, s• 8 30(l.9) 5.00 (3.73) 3 200 208 18.7 18.7 23 1 '/4 in. SS 60.8 (1544) 48 (1219) 66 (30) 300 PF500511 50(3.2) 0.50 (0.37) 1 115 120 12.1 12.1 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500512 50(3.2) 0.50 (0.37) 1 230 240 6.2 6.2 2 2 in. SS 20.3 (516) 24 (610) 27 (12) 300 PF500532 50(3.2) 0.50 (0.37) 3 230 240 3.0 3.0 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF50053200 50(3.2) 0.50 (0.37) 3 200 208 3.7 3.7 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500534 50(3.2) 0.50 (0.37) 3 460 480 1.5 1.5 2 2 in. SS 20.3 (516) 24 (610) 28 (13) 300 PF500712 50(3.2) 0.75 (0.56) 1 230 240 8.5 8.5 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF500732 50(3.2) 0.75 (0.56) 3 230 240 3.9 3.9 3 2 in. SS 23.7 (602) 25 (635) 32 (15) 300 PF50073200 50(3.2) 0.75 (0.56) 3 200 208 4.9 4.9 3 2 in. SS 23.1 (587) 26 (660) 32 (15) 300 NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., 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) R 3 o R 9 o 3 N a E N R = i1 � C 7 .-. a m �+ C -a yyG1 CM 4) Q 61 O L CL Ch� R p y� .y 6MM E cc cc CD1211 E y C 11 cc co .CD C R z> a ccc C Pump Model PF500734 50(3.2) 0.75 (0.56) 3 460 480 1.8 1.8 3 2 in. SS 34.8 (884) 25 (635) 31 (14) 300 PF501012 50(3.2) 1.00 (0.75) 1 230 240 10.1 10.1 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF50103200 50(3.2) 1.00 (0.75) 3 200 208 5.7 5.7 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF501034 50(3.2) 1.00 (0.75) 3 460 480 2.2 2.2 4 2 in. SS 26.4 (671) 26 (660) 39 (18) 300 PF5015124 50(3.2) 1.50 (1.11) 1 230 240 12.5 12.6 5 2 in. SS 32.5 (826) 30 (762) 41 (19) 100 PF501532004 50(3.2) 1.50 (1.11) 3 200 208 7.0 7.0 5 2 in. SS 29.3 (744) 26 (660) 35 (16) 300 PF503012 4, 5, 7, 6 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, 1,11 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, 5.6 50(3.2) 3.00 (2.23) 3 460 480 5.3 5.3 8 2 in. SS 40.0 (1016) 31 (787) 55 (25) 300 PF505012 5.6,7.6 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 5,6,7.6 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 Ain. GFP 23.0 (584) 17 (432) 26 (12) 300 PF100752 4,5 10(0.6) 0.75 (0.56) 1 220 230 6.2 6.2 9 1 '/a in. GFP 26.8 (658) 17 (432) 30 (14) 300 PF101552 5.6 10(0.6) 1.50 (1.11) 1 220 230 10.5 11.4 18 1 '/4 in. SS 39.5 (1003) 22 (559) 46 (21) 300 PF300552 30(1.9) 0.50 (0.37) 1 220 230 4.1 4.1 4 1 % in. GFP 22.5 (572) 19 (483) 26 (12) 300 PF300752 30(1.9) 0.75 (0.56) 1 220 230 6.1 6.1 5 1 '/4 in. GFP 24.8 (630) 19 (483) 29 (13) 300 PF301052 30(1.9) 1.00 (0.75) 1 220 230 7.4 7.4 7 1 �/4 in. GFP 28.4 (721) 20 (508) 32 (15) 100 PF301552 4.5 30(1.9) 1.50 (1.11) 1 220 230 9.3 9.3 8 1 '/4 in. GFP 35.4 (899) 24 (610) 40 (18) 100 PF500552 50(3.2) 0.50 (0.37) 1 220 230 4.0 4.0 2 2 in. SS 20.3 (516) 25 (635) 29 (13) 300 PF500752 50(3.2) 0.75 (0.56) 1 220 230 6.3 6.4 3 2 in. SS 23.7 (602) 25 (635) 31 (14) 300 PF501052 50(3.2) 1.00 (0.75) 1 220 230 7.3 7.4 4 2 in. SS 27.0 (686) 26 (660) 35 (16) 100 PF501552 50(3.2) 1.50 (1.11) 1 220 230 9.1 9.1 5 2 in. SS 32.5 (826) 30 (762) 42 (19) 100 PF751052 75(3.2) 1.00 (0.75) 1 220 230 7.3 7.3 4 2 in. SS 30.0 (762) 27 (686) 34 (15) 100 1 GFP = glass -filled polypropylene; SS = stainless steel. The 1 N -in. NPT GFP discharge is 2 718 in. octagonal across flats; the 1 N -in. NPT SS discharge is 2 118 in. octagonal across flats; and the 2 -in. NPT SS discharge is 2 718 in. hexagonal across flats. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orenco® discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. 2 Minimum liquid level is for single pumps when installed in an Orenco Biotube" Pump Vault or Universal Flow Inducer. In other applications, minimum liquid level should be top of pump. Consult Orenco for more information. 3 Weight includes carton and 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, ® 09/14 Page 3 of 6 Materials of Construction Discharge Glass -filled polypropylene or stainless steel Discharge bearing Engineered thermoplastic (PEEK) Diffusers Glass -filled PPO (Noryl GFN3) Impellers Celcon® acetal copolymer on 10-, 20, and 30-gpm models; 50-gpm impellers are Noryl GFN3 Intake screen Polypropylene Suction connection Stainless steel Drive shaft 7/16 inch hexagonal stainless steel, 300 series Coupling Sintered stainless steel, 300 series Shell Stainless steel, 300 series Motor Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor housing ensures moisture -free windings. All thrust absorbed by Kingsbury -type thrust bearing. Rated for continuous duty. Single- phase motors and 200 and 230 V 3-phase motors equipped with surge arrestors for added security. Single-phase motors through 1.5 hp (1.11 kVA have built-in thermal overload protection, which trips at 203-221* F (95-105° Q. Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their nominal flow rate — the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature. The graphs in this section show optimal pump operation ranges with a solid line. Flow flow rates outside of these ranges are shown with a dashed line. For the most accurate pump specification, use Orenco's PumpSelecf" software. Pump Curves, 60 Hz Models 800 700 as ,c 600 500 400 v Ce 300 a 200 w 100 0 2 4 6 8 10 12 14 16 Flow in gallons per minute (gpm) 160 140 m e 120 100 a 80 Q 60 a 40 20 0L 0 PF15 Series, 60 Hz, 0.3 hp 3 6 9 12 15 18 21 24 Flow in gallons per minute (gpm) NTD-PU-PF-1 Orenco Systems® Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 2.2, ® 09/14 Page 4 of 6 60 Hz Models (continued) 4( 350 w as -21 e 300 250 Cta Cu 200 150 a� 100 w 50 IPF2010 0L 0 450 400 as 350 300 ti a 250 c>s m v 200 c 150 a e 100 50 0 0 PF20 Series, 60 Hz, 0.5 -1.5 hp 5 10 15 20 25 30 35 40 Flow in gallons per minute (gpm) 10 20 30 40 50 60 70 80 90 Flow in gallons per minute (gpm) 9( w 800 m c 700 600 500 a� s 400 300 a 200 100 0 100 90 w m 80 .c 70 D 60 a = 50 v 40 �. a 30 0 20 10 0 0 PF30 Series, 60 Hz, 0.5 - 5.0 hp 0 5 10 15 20 25 30 35 40 45 Flow in gallons per minute (gpm) 10 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 5 of 6 Pump Curves, 50 Hz Models Flow in gallons per minute (gpm), nominal 1.6 3.2 4.8 63 7.9 9.5 11 13 180 160 y w 140 CU E c 120 O 100 a ca m = 80 v 60 c 40 20 0 4� 4� 525 'a .c 459 c C: 394 c 328 66 12 0 0.1 0.2 03 0.4 0.5 0.6 0.7 0.8 0.9 Flow in liters per second (L/sec) Flow in gallons per minute (gpm), nominal 7.9 16 24 32 40 48 56 63 0 0.5 1.0 1.5 20 25 3.0 3.5 4.0 4! Flow in liters per second (L/sec) 120 100 m a� E 80 Z 0 60 ~ 20 0 0 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 loom ��JJ����■������MEN ■■■■■■■■■■ mom 0 0.5 1.0 1.5 20 25 3.0 3.5 4.0 4! Flow in liters per second (L/sec) 120 100 m a� E 80 Z 0 60 ~ 20 0 0 Flow in gallons per minute (gpm), nominal 6.3 13 19 25 32 loom ,- ■■■■■■■■■■ mom ENEENEENN 0 ®EEN■ 0 N\h►NI ■■■W' PRENNEMEENNNE 11 sm 100MENNERN's IN�� ■ 328 e E 0 e 262 w ,e Z O 197 a m m z 131 E 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 30 27 M 15 t C12 Cc a 9 c �? 6 3 0 66 89 C 79 c c 69 59 O 49 a ro 39 .c 30 r 20 m i� 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) NTD-PU-PF-t 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 This article may describe desig0teria that was in effect at the time the article Adkitten. FOR CURRENTDESIGN CRITERIA, call Orenco Systems, Inc. at 1-800-348-9843. Orenco Automatic Distributing c� Valve Assemblies Orenco Systems' Incorporated For Wastewater Effluent Systems Introduction Orenco's automatic distributing valve assemblies, pressurized with small high -head effluent pumps, are useful for distributing effluent to multiple zones. These zones can be segments of sand filter manifolds, drainfields, or other effluent distribution systems. Distributing valve assemblies can substantially simplify the design and installation of a distribution sys- tem and reduce installation costs. This is particularly true where a distributing valve assem- bly is used instead of multiple pumps and/or electrically operated valves. Additionally, a reduction in long term operation and maintenance costs is realized due to a reduced size and/or number of pumps. More even distribution can be achieved on sloping sites by zoning laterals at equal elevations. This eliminates drainback to lower lines and the unequal distrib- ution of effluent that occurs at the beginning of a cycle. Valve Operation The valve itself has only a few moving parts, requires no electricity, and alternates automati- cally each cycle. Refer to Figure 1 for the following valve operation description. The flow of the incoming effluent forces the rubber flap disk O to seat against the valve bottom ©. The opening © in the rubber flap disk aligns with an opening in the valve bottom to allow flow to only one valve outlet. The stem O houses a stainless steel spring which pushes the rubber flap disk away from the valve bottom after the flow of effluent stops. The stem acts as a cam follower and rotates the rubber flap disk as the stem is raised and lowered through the cam ©. The force from the flow of effluent pushes the stem down through the cam and the stainless steel spring pushes the stem back up through the cam when the flow of effluent stops. Each linear motion of the stem allows the rubber flap disk to rotate half the distance necessary to reach the next outlet. When there is no flow, the rubber flap disk is in the "up" position and is not seated against the valve bottom. 5 Figure 1: 6000 Series Valve 1-800-348-9843 NTP -VA -1 Rev. 12, ©11/03 Orenco Systems®, Inc. Page 1 of 6 C] Figure 2: Orenco Distributing Valve Assembly (6000 Series Valve) The Distributing Valve Assembly The Orenco Automatic Distributing Valve Assembly combines the distributing valve itself and sever- al other components to give a complete preassembled unit that is easy to install, monitor, and main- tain. Figure 2 shows a complete assembly. Because distributing valves with several outlets can be difficult to line up and glue together in the field, the discharge lines in the assemblies are glued in place at Orenco. The unions (1) allow removal and maintenance of the valve. The clear PVC pipe sections (2) give a visual check of which discharge line is being pressurized. The inlet ball valve (3) allows a quick, simple method to test for proper valve cycling. The ball valve also stops the flow of effluent in case the pump is activated unexpectedly during maintenance or inspection. Check valves may be necessary on the discharge lines. Use of check valves is discussed in the valve positioning section. Valve Assembly Hydraulics Liquid flowing through the valve assembly must pass through fairly small openings and make several changes in direction. Because of this, headlosses through the valve assembly are fairly high. Table 1 gives the headloss equations for several different assemblies and Figure 3 shows the graphical repre- sentations of these equations. Orenco recommends that high -head turbine pumps be used to pressur- ize the valve assemblies to ensure enough head is available for proper system operation. High -head turbine pumps are also recommended because the use of a distributing valve usually requires more frequent pump cycling. The high -head turbine pumps are designed for high cycling systems and will outlast conventional effluent pumps by a factor of 10 or more in a high cycling mode. Furthermore, the high -head turbine pump intake is 12 inches or more above the bottom of the pump and tends to prevent any settled solids from being pumped into the distribution valve and obstructing its opera- tion. A minimum flow rate through the distributing valve is required to ensure proper seating of the rubber flap disk. Minimum flow rates for the various models are given in Table 1. NTP -VA -1 Rev. 12, ©11/03 Orenco Systems®, Inc. Page 2 of 6 O 0 Table 1. Automatic Distributing Valve Assembly Headloss Equations Model Seriestion Operating Range (Wm) V4400A HL = 0.085 x Q1.45 V4600A HL = 0.085 x Q 1.58 V6400A V6600A cI:� 35 >1 Z 30 E 25 20 0 15 U) 10 0 0 J 5 0 HL = 0.0045 x Q2 + 3.5 x (1- e -0-06Q) HL = 0.0049 x Q2 + 5.5 x(1 -e-0•1Q) 10-40 10-25 15-70 15-70 PWPMPPM MMMMMMMMMMMF-.WMP EMMMMFPFP,V440 = 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Figure 3: Automatic distributing valve assembly headloss curves The Pumping System Although the distributing valve was designed for the irrigation industry, it has started to gain fairly wide acceptance in the effluent pumping industry. However, because of the mechanical movements of the valve, it is necessary to take steps to prevent solids from reaching the distributing valve that may impede the operation of the valve. Orenco Biotube" Pump Vaults — when properly sized and installed provide the necessary protection to prevent valve malfunction. The Biotube® pump vault accepts effluent only from the clear zone between a tank's scum and sludge layers and then filters this effluent through a very large surface area screen cartridge. Without this protection in effluent systems, the valve has very little chance of reliable long-term operation. NTP -VA -1 Rev. 1.2, ©11/03 Orenco Systems®, Inc. Page 3 of 6 L4J E Valve Positioning The physical position of the valve in relation to the pump and the discharge point is very important for proper valve operation. The most reliable operation occurs when the valve is placed at the high point in the system and as close to the pump as possible. The transport line between the pump and valve should be kept full if possible. If the line is empty at the beginning of each cycle, pockets of air during filling can cause random rotation of the valve. The valve is particularly vulnerable to this erratic rotation with empty lines that are long and not laid at a constant grade. An ideal valve loca- tion is shown in Figure 4. If the final discharge point is more than about 2 feet above the valve and the system does not drain back into the dosing tank, check valves should be installed on the lines immediately following the valve and a pressure release hole or line should be installed just prior to the valve. This pressure release hole or line can go into a return line to the dosing tank or to a "minidrainfield" near the valve. In order for the valve to rotate reliably, no more than about 2 feet of head should remain against the valve to allow the rubber flap disk to return to its up position. In many cases, it may take from one minute to several minutes for the pressure in the valve to be lowered enough for proper rotation to occur. Special care should be taken when installing systems controlled by programmable timers to ensure cycling does not occur too rapidly. Figure 5 illustrates a valve assembly using check valves. Pumping downhill to the valve should be avoided unless the transport line is very short and the ele- vation between the discharge line out of the tank and the valve is less than about 2 feet. If the valve is located many feet below the dosing tank, random cycling may occur while the transport line drains through the valve at the end of the cycle. A pressure sustaining valve located just before the distrib- uting valve may overcome this problem in some instances. Transport Line Dosing Tank Figure 4: Ideal valve location Distributing Valve Assembly Discharge Laterals NTP -VA -1 Rev. 1.2'©11/03 Orenco Systems., Inc. Page 4 of 6 Q 0 System Startup Refer to the Hydrotek Valve booklet that is provided with the distributing valve assembly for the sequencing of the valve outlets. The transport line should always be flushed with clean water before installing the valve. Any sand, gravel, or other foreign objects that may have been in the pipe during installation can easily become lodged in the distributing valve, causing malfunction. With the pump running, alternately close and open the ball valve on the distributing valve assembly to check proper rotation of the valve. (Note: If check valves are used on the lines after the distribut- ing valve, the pump may need to be turned on and off to allow the pressure to be released from the valve.) If visual operation of which zone is operating is not possible, watch the clear pipe on each line for indication of which zone is operating. Figure 5: Valve assembly below final discharge point Maintenance Annually check for proper operation by following procedures listed in the Hydrotek Valve booklet and system startup procedures listed above. Troubleshooting 1. PROBLEM: Valve does not change or cycle to next zone or outlet CAUSE: The stem and disk assembly is not rotating when water flow is turned off and then back on. SOLUTION 1: Ensure that there is no debris inside the cam. Clean and carefully reinstall the cam. SOLUTION 2: If fewer than the maximum number of outlets are being used, check the installation of the cam. Ensure that the stem and disk assembly is not being held down by an improperly installed cam. Refer to the cam replacement instructions. NTP -VA -1 Rev. 12, ©11/03 Orenco Systems®, Inc. Page 5 of 6 �rrl SOLUTION 3: Remove the valve top and check for proper movement of stem and disk assembly. Check for and remove any debris or foreign objects that may jam or retard the movement of the disk. SOLUTION 4: Check for freedom of movement of stem and disk assembly up and down over the center pin in bottom of valve. Scale deposits may build up on the pin and hold stem and disk assembly down. Clean pin and again check for freedom of movement. SOLUTION 5: Be sure that all operating outlets are not capped and that the flow to operating zones is not restricted in any manner. This would cause pressure to build up in the valve and lock the stem and disk assembly in the down position. SOLUTION 6: The backflow of water from uphill lines may be preventing the valve from cycling properly. This can happen when the valve is placed too far below an elevated line. If the valve cannot be placed close to the high point of the system, a check valve should be installed near the valve in the outlet line that runs uphill from the valve and a drain line installed just prior to the valve to relieve the pressure. 2. PROBLEM: Water comes out of all the valve outlets CAUSE: Stem and disk assembly not seating properly on valve outlet. SOLUTION 1: Check for sufficient water flow. A minimum flow rate is required to properly seat the disk as shown in Table 1. SOLUTION 2: Remove the valve top and check the inside walls to ensure that nothing is interfering with the up and down movement of the stem and disk assembly inside the valve. SOLUTION 3: Make sure that the operating outlets are not capped and that the flow to the operat- ing zones are not restricted in any manner. 3. PROBLEM: Valve skips outlets or zones CAUSE: Pumping into an empty transport line — especially downhill may cause the valve to skip outlets from pockets of air allowing the rubber flap disk to raise during a cycle. SOLUTION 1: Keep the transport line full. SOLUTION 2: If the line must remain empty between cycles, use a larger diameter transport line laid at a constant grade to prevent air pockets from forming. CAUSE: The stem and disk assembly is being advanced past the desired outlet. SOLUTION 1: Ensure that the correct cam for the desired number of zones is installed and that the outlet lines are installed to the correct outlet ports of the valve as indicated by the zone numbers on the top of the cam. NTP -VA -1 Rev. 1.2, ©11/03 Orenco Systems®, Inc. Page 6 of 6 Distributing VDaSubmittal ta Sheet Applications Automatic Distributing Valve Assemblies are used to pressurize multiple zone distribution systems including textile filters, sand filters and drainfields. cle Bottom View Specifications Materials of Construction Side View General • 7t7 Orenco Systems' Incorporated 1-800-348-9843 Orenco's Automatic Distributing Valve Assemblies are mechanically operated and sequentially redirect the pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve Assemblies allow the use of smaller horsepower pumps on large sand filters and drainfields. For example, a large community drainfield requiring 300 gpm can use a six -line Valve Assembly to reduce the pump flow rate requirement to only 50 gpm. Orenco only warrants Automatic Distributing Valves when used in conjunction with High -Head Effluent Pumps with Biotube' Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe and union for each outlet are provided for a complete assembly that is easy to maintain and monitor. Ideal valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies (NTP -VA -1) for more information. Standard Models V4402A, V4403A, V4404A, V4605A, V4606A, V6402A, V6403A, V6404A, V6605A, V6606A. Nomenclature V❑❑❑❑A ­11Indicates assembly Number of active outlets Model series: 44 —4400 series (2-4 outlets) 46 —4600 series (5-6 outlets) 64 —6400 series (2-4 outlets) 66 = 6600 series (5-6 outlets) 'Distributing valve All Fittings: Sch. 40 PVC per ASTM specification Unions: Sch. 80 PVC per ASTM specification Ball Valve: Sch. 40 PVC per ASTM specification Clear Pipe: Sch. 40 PVC per ASTM specification V4XXX Distributing Valves: High-strength noncorrosive ABS polymer and stainless steel V6XXX Distributing Valves: High-strength noncorrosive ABS polymer, stainless steel, and die cast metal NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 1 of 2 Distributing Valves (continued) — 35 V6600A .n 30 E N 25 N 20 V4400A V6400A o 15 V4600A F— cyn 10 0 J ca 5 as x 0 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow (gpm) Model Inlet Size (in.) Outlets Size (in.) Flow range (gpm) Max Head (k) Min. Enclosure V4402A 1.25 1.25 10-40 170 VB1217 V4403A 1.25 1.25 10-40 170 VB1217 V4404A 1.25 1.25 10 - 40 170 VB1217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A 1.25 1.25 10-25 170 RR2418 V6402A 1.5 1.5 15 100 345 RR2418 V6403A 1.5 1.5 15 100 345 RR2418 V6404A 1.5 1.5 15-100 345 RR2418 V6605A 1.5 1.5 15-100 345 RR2418 V6606A 1.5 1.5 15-100 345 RR2418 NSU -SF -VA -1 Rev. 3.0, © 4/03 Page 2 of 2 P� oUNT� ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0046.2014.powt Parcel ID #: 2465-274-02-007 Permit Issued: ®NEW CDU ❑REPAIR ❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Deadwood Ranch LLC Property Address: Legal Description: Size of Lot: 344 325 Swearingen Way Area 3 Parcel 1, Deadwood Ranch - "Ranch Manager's Residence" Size of Building: 2957 Acres Detached Accessory Unit Sq. Ft. Size of Accessory Unit: _ This system is designed to accommodate: 3 -bedroom residence Designed By: All Service Septic Project #: _ Phone #: 970-704-0484 Mailing Address: Fax #: Perc Rate: 0.35 LTAR Email Address: Profile Hole Depth Minimum Tank Capacity: 844 total gallons ❑YES NNO C1088 Sq. Ft. Dated: August 19, 2014 8 ft Depth to Groundwater or Bedrock: Minimum Absorption Area: 944 ft2 (50% reduction >8 feet 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 for the 3 -bedroom Ranch Manager's esidence. Sewage will flow via gravity to a 1250 gallon two-compartment septic tank with a screened dosing siphon installed i he second compartment. Sewage will be dosed to a distribution box and then to a nine -trench soil treatment area. Each trench 11 have 11 quick -4 chambers for a total of 99 chambers. Perforated pipe will be suspended inside each row of chambers.�-o trgatment area shall be a minimum of 100 feet to any well and 50 feet to any stream, pond, or unlined irrigation dit/ 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 IonLerperiod of time has been agreed u n, 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 sysand physical features s II cor orm o the requirements of the Pitkin County OWTS Regulation. a, This Permit is conditioned upon the property own r(s) provi�ir regular inspection, cleaning, and maintenanc the system by qualified personnel, in accordance with the manufacturer's recommen ons and uirements of the Pitliih)30nty OWTS Regul do suan a of this OWTS Construction Permit does not constitute a guarantee, warrant or representation by the Depart ent at the system will oper ro rl or will not fail. Issuance of this permit does not imply compliance with Pitkin Co my building and/or land use r ons, nor guarantee iss nce buil mg and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON OMPILIANCE WITHAL UIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOYIUMITED TO THOU CONDITIONS SPECIFIED ABOVE. Plans a-rild specifications for the proposed OWTS have been reviewed and are cons ed satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pit in County OWTS Regulation. This Permit will expire`"lAear from the dA of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by before final approval of the system will be issued. Issued By: Kurt Dahl, 1 Date: 10/21/14 Expires: 10/21/2015 Installer:. License #: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: Fine Paid Ocgb.20H, ONSITE WASTEWATER TREATMENT SYSTEM ,(OWTS) i CONSTRUCTION PERMIT APPLICATION r1i/NR 76 Service Center Rd - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 7 I/_ !r^ 7 al�� 970.920-5160 or at www.pitkinassessor.oro): ✓ 4 .j - z ! J O 06? Purpose of Permit: it NEIN ❑REPAIR DUE TO FAILURE ❑ REP10DELJADDITION E] TANK ONLY ❑FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: 3, / Lot: Block:Filing: Subdivision: Property Owner( Email Address 0 tb AJGH LC e r r,cO Owner's Mailing Address: City, State, Zip: Home Phone: Business Phone: 2 -M0 Rk a 'Contac( information must be provided for the owner signing this application. Primary Conta rson/A pr a /(i�� owner): Co�Pany: Coniact/Applicant. ailing Address: ie'a SV?— City, State. Zip: r14- C-0 / 6 JC Cell Phone:'] Business Phone: / 9/ Fax Number: Email Address: , Y- dr�4(evs. ro Building Permit N (if applicable): Lot Size (in acres): 31 C/ / Size of Building (square feet): Number of Potential Bedrooms: Q Detached Accessory Unit? YES NO 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/Public Water System (if applicable): En ineering Firm: Job Number: Phone Number: Fax Number: Xt is L(Cr C C1,099 G -10 7 Mailing Addr - City Slate, Zip: /4 1./l� i N ;e D &6 PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EHiNR may revoke any permit I am issued if my application is found to contain any Inaccurate, false, or misleading informa ion. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature (Required): gDate: ADrlicani Signatu��,151'i -I, ,./��Date: FOR OFFICE USE ONLY. . Received by EN/HR Staff: Fee & Receipt N: D to P-_13 2Z GAOWTSMzrch8.2008NEW REGS\Om tfice-AdminlForSOWTaSConctFormVIScomtructionpemitapribcohon; .xUpdated 10108 ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) EH CONSTRUCTION PERMIT APPLICATION CHECKLIST 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 A complete application package must be presented at the time of your pre -application conference for acceptance. To schedule a pre -application conference, please call 970-920-5070. PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION Only one copy of each item is necessary. l� OWTS Construction Permit Application (completed) Site Plan APlease indicate the type of document to be submitted below. 11" X 17" and/or [Electronic document emailed to ehnrC@co.pitkin.co.us before the date of the pre -application conference All designs must be 1" to 20' in scale. Site plan must include locations of existing wells, buildings, property lines, ditches, water lines, springs, irrigation lines, drinking water cisterns, drain tiles, water bodies, wetlands, riparian areas, floodplains, dry gulches, and existing OWTSs. /1`41Soil Testing Notification & Report (must be provided by a PE) Ej This Department should be notified when soil tests are conducted. A 2"- 4" perforated PVC pipe should be placed in the soil profile hole for monitoring purposes. Report must include percolation test results and the soil profile evaluation. Building Floor Plans 6_11" X 17", or submitted electronically to ehnrCo)co.pitkin.co.us before the date of the pre -application conference. Land Use Approvals & Other Relevant Permits & Approvals Recorded Site Plan that designates approved envelope(s) for development. If the property is exempt from this requirement, please have a Community Development Planner email ehnrQco.pitkin.co.us with cogfirmation of the exemption. i4r�1� 24" X 36" and 11" X 17", or electronic document emailed to ehnrOco.pitkin.co.us before the date of the pre -application conference Copies of all land use approvals, as well as all other documentation relevant to the siting of the OWTS(s) and any other development on the property (e.g., Resolutions, Administrative Decisions, recorded easements). Comments from EH/NR regarding Land Use review referrals can be accessed by opening http://www.as,oenoitkin.com/pdfs/dents/7/landuse.pdf and clicking the blue link in the "Referrals" column. Referral comments more than 2 years old may need to be requested from the County Planning Department. Construction Management Plan ❑ Required & Obtained ❑ Not Required Requirements: http://www.aspenpitkin.com/Pdfs/deotsl7/CMP ManuaL2f Forms: http://www.aspenoitkin.com/deptsl7/b/dgdiv.cfm Proof of Adequate Water Supply Legal water supply must be demonstrated in accordance with Colorado water law and meet the requirements of the Pitkin County Land Use Code. Private systems: Proof generally includes a well driller's report, well permit issued by the Colorado Division of Water Resources, final augmentation plan (if required), and a recent pumping report. Wells must be drilled before an application will be accepted. ❑ Public systems: Proof generally includes a letter from the CWQCD - approved public water system confirming it has sufficient water to supply the development and it has agreed to do so. Initial Site Inspection All components of the OWTS, as well as the proposed buildings, water source, and other pertinent physical features must be clearly staked and labeled prior to the inspection. Inspection must be scheduled between May 1st and Oct 31st, unless otherwise approved by EH/NR. Applicable Fee OWTS Construction Permit: $1,023* Tank Only: $523* *There is an additional Administrative Fee of $175.00 for properties in the Town of Snowmass Village, Please Make Checks Payable To: Pitkin Gounty Environmental Health & Natural Resources Department TO SUBMIT A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN OWTS CONSTRUCTION PERMIT THE FAST TRACK WAIVER MUST BE SUBMITTED TO COMMUNITY DEVELOPMENT WITH YOUR BUILDING PERMIT APPLICATION. Please note that this waiver only allows for the submittal of the Building Permit Application. It does not allow for the issuance or approval of the Building Permit without OWTS Construction Permit approval from the EH Department. G:\OWTS March 8, 2008 NEW REGS\Office - Admin\Forms\OWTS Const Forms\OWTS Construction checklist.xls Updated:3/20/09 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309.5259 August 19, 2014 Max Filiss Divide Creek Builders max(a)dividecreekbuilders.com Project No. C1088 Subsurface Investigation and Onsite Wastewater Treatment System Design Ranch Manager's Residence Swearingen Way Pitkin County, Colorado Max, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the Ranch Manager's Residence. The property is located outside of Basalt, in an area where OWTSs and wells are necessary. SITE CONDITIONS This portion of the property, Activity Envelope No. 3, will be developed as the Ranch Manager's quarters. The Ranch Manager's residence, an equipment barn, and a Shop/Barn are proposed. The Ranch Manager's Shop/Barn will be served by a separate OWTS (ALL SERVICE Septic Project No. C1079) and is not part of this design. The proposed equipment barn will not have any plumbing. The well is located on the south portion of the property, greater than 100 -feet from the proposed absorption area. SUBSURFACE The subsurface was investigated on May 27, 2014 by digging one 7 -foot profile pit and taking a soil sample from approximately 3 -feet below grade. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated May 30, 2014, Job No 114 021 K. The materials encountered in the profile pit consisted of very dark brown to reddish brown, moist, organic topsoil to 2 -feet, underlain by light brown to tan, loose, clayey, sandy silt with 2 to 4 -inch diameter cobbles to 6 -feet, underlain by similar material with 6 to 8 -inch diameter cobbles to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. A PVC pipe was placed in the profile pit for future monitoring. The profile pit was dug at a time of high runoff. Past irrigation practices have included flood irrigation; however, there is no intention to implement flood irrigation practices in the future. The gradation performed by HP Geotech shows the soil consists of 15% gravel, 38% sand, 28% silt and 19% clay. The USDA soil type is classified as Gravelly, Sandy, Clay Loam. A long term acceptance rate (LTAR) of 0.35 gallons per square foot will be used to design the OWTS. W Profile Pit observed May 27, 2014 1111111110 Page 2 DESIGN SPECIFICATIONS The OWTS design is based sizing for 3 -bedroom residence. An average daily flow of 450 gallons/per day will be used. The system must include a 1250 -gallon, two-compartment septic tank with a screened dosing siphon in the second compartment. We recommend PVC risers, accessible from grade, on both manhole lids. A distribution box, accessible from grade, will distribute effluent to nine gravelless chamber trenches. Each trench will have 11 `Quick 4' Infiltrator® chambers for a total of 977 square feet of infiltrative area. Perforated distribution pipe must be suspended from top of chambers with zip ties. Holes must face down. Elevations must be confirmed prior to installation of the septic tank and dosing siphon. If a minimum of 1% grade from the outlet of the septic tank (near bottom) to the distribution box cannot be maintained, a pump must be installed. This office must be contacted to specify pump size and distribution pipe sizing, if a pump is necessary. 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 are 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 plated over the area. Until vegetation is reestablished, erosion and sediment control measures shall be Page 3 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 absorption systems, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled absorption area. Livestock should not graze on the absorption area. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm an absorption area. 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, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of the absorption area 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 absorption area 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. Page 4 Please call with questions. ALL SERVICE septic, LLC 0'al-L (�68-�&'&Ls Carla Ostberg, MPH, Liability Clause: Under no circumstances whatsoever shall the liability of ALL SERVICE septic, LLC, in connection with any contract, directly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services and/or goods which are the subject of the contract in connection with which the liability arises. ; F *te c h— GEdTECHNICAL INC May 30, 2014 El Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 Email: hpgeo@hpgeotech.com CBO Inc. Attn: Carla Ostberg 33 Four Wheel Drive Road Carbondale, Colorado 81623 carla.ostberg(a,g_mail.com Job No. 114 021K Subject: Laboratory Test Results, Deadwood Ranch Caretaker Residence, Pitkin County, Colorado Dear Mrs. Ostberg: As requested, Hepworth-Pawlak Geotechnical, Inc. performed gradation analysis on a sample delivered to our laboratory by you. The services were performed in accordance with our agreement for professional engineering services to you, dated January 24, 2014. Results of the gradation and hydrometer analysis performed on the sample are presented on Figure 1. The sample tested has an USDA Soil Texture Classification of Gravelly Sandy Clay Loam. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — P AWLAK GEOTECHNICAL, INC. Louis E. Eller LEE/ksw attachment Figure 1 — USDA Soil Texture Gradation Test Results Parker 303-841-7119 - Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 N 0' 15' 30' Scale: I"= 30'-0" !j fj 1 A. s' jj ry r1 waver rV/ ±� Z0 N t t B Ll i r. 1� **, tm r q • •� DRAWINGS MUSS' BE USED IN a CONJUNCTION WITH DESIGN ` i LETTER DATED 8/04/14 rl PARTIAL SITE PLAN L 33 Four Wheel Drive Road Deadwood Ranch - Ranch Manager's Residence Date: 08/04/14 Carbondale, CO 81623 } 970.309.5259 Swearingen Way � /� / 1 •O Pitkin County, Coloado Designed By: CBO �/ �/ EB°�Cf Reviewed By: RHP I ` Project Number: C1088 Drawn By: ANG Sheet 1 of 3 N DESIGN 3 -BEDROOM RESIDENCE (75 GAL/PERSON/DAY x 3 BEDROOMS X 2 PERSONS/BEDROOM) AVERAGE DAILY FLOW = 450 GALLONS DESIGN FLOW = Q = 1.5 x 450 = 677 GALLONS 0' 10' 20' TANK: 675 x 30 HOUR RETENTION TIME = 844 GALLONS Scale: 1"= 20'-0" USE 1250 -GALLON, TWO-COMPARTMENT TANK WITH DOSING SIHPON ABSORPTION AREA: LONG TERM ACCEPTANCE RATE (LTAR) = 0.35 GAL/SQ FT CALCULATED ABSORPTION AREA = 1929 SQ FT 30% REDUCTION ALLOWED FOR GRAVELLESS CHAMBER TRENCHES 20% REDUCTION FOR DOSING 9 GRAVELLESS CHAMBER TRENCHES EACH WITH 11 'QUICK 4' CHAMBERS = 99 CHAMBERS NJ 4,/J� ! 1 i a t 'QUICK -4' CHAMBER TRENCHES WITH DISTRIBUTION LATERALS' SUSPENDED ZIP -TIED TO UNDERSIDE CHAMBERS. 9 ROWS OF 11 CHAMBERS = 99 CHAMBERS =;977 SF n PROPOSED OWTS < -� 33 Four Wheel Drive RoadDate: 08/04/14 Carbondale, CO 81623 Deadwood Ranch -Ranch Manager's Residence Swearingen Way p pj SEpt�C 970.309.5259 EPitldnCo nty,Col ado Designed By: CBO W2.0 M�II C Reviewed By: RHP II U Project Number. C1088 Drawn By: ANG Sheet 2 of 3 PLAN VIEW - TYP. 4" DIA SDR -35 SE PIPE ZIP -TIED TO UNDERSIDE OF CHAMBER FINISHED GRADE — SEWER LINE - 4"SCHEDULE 40 P.V.C.— CHAMBER (4'x 3') -INFILTRATOR END PLATE OBSERVATION PIPE 6' min GRAVELLESS'QUICKA' CHAMBER (4'x 3') -PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 4" EFFLUENT PIPE FROM SEPTIC TANK 11 CHAMBERS PER TRENCH DISTRIBUTION 3 TRENCH DETAILS ro� Box SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE -4" SCHEDULE 40 OR 4" SDR 35 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE n CLEANOUT DETAIL Y NOi N Sf.LLE BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE / \ 0000 INLET OUTLETS DISTRIBUTION BOX BAFFLE /1 D—BOX DETAIL � HOT i0 SCNE 3" and 4" Dia. Dosing Siphon System -1250 gallon, two-compartment Cocrete Tank Adc (cast or Inlet Tee ncrete Riser C Riser with Grommet(s) and to tank adapter with :ommended adhesive) Vent Piping nk Adapter (cast or bolted) P—on Polyethylene Screen sing Siphon fluent Discharge Minimum 4" dia. transport line rl TANK DETAIL ' Fiberglass Mounting Bracket 33 Four Wheel Drive Road Deadwood Ranch - Ranch Manager's Residence CHAMBER TRENCH CROSS SECTION - TYP. INFILTRATOR(R) QUICK4 TM CUT SHEET 4" PVC Carbondale, CO 81623 Swearingen Way � /� OBERVATION 970.309.5259 Pitkin County, Coloado Designed By: CBO 52 48" ffl PIPE Reviewed By: RHP 4"PVC Y (EFFECTIVE L NG ) Drawn By: ANG Sheet 3 of 3 OBERVATION PIPE 3.0' max UNDISTURBED SOIL ,2' min 16' 6' min J 2" 34" LIMIT OF SECURE LATERALS LINES TO ENTER EXCAVATION W/ APPROPRIATE AND EXIT IN TOP PORT OF CHAMBER SCARIFY SURFACE ZIP TIES END PLATE GRAVELLESS'QUICK-4' PLAN VIEW - TYP. 4" DIA SDR -35 SE PIPE ZIP -TIED TO UNDERSIDE OF CHAMBER FINISHED GRADE — SEWER LINE - 4"SCHEDULE 40 P.V.C.— CHAMBER (4'x 3') -INFILTRATOR END PLATE OBSERVATION PIPE 6' min GRAVELLESS'QUICKA' CHAMBER (4'x 3') -PIPES PLACED IN TOP PORT OF CHAMBER END PLATES 4" EFFLUENT PIPE FROM SEPTIC TANK 11 CHAMBERS PER TRENCH DISTRIBUTION 3 TRENCH DETAILS ro� Box SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE -4" SCHEDULE 40 OR 4" SDR 35 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE n CLEANOUT DETAIL Y NOi N Sf.LLE BOX AND COVER BROUGHT TO GRADE CONCRETE LID FINSHED GRADE / \ 0000 INLET OUTLETS DISTRIBUTION BOX BAFFLE /1 D—BOX DETAIL � HOT i0 SCNE 3" and 4" Dia. Dosing Siphon System -1250 gallon, two-compartment Cocrete Tank Adc (cast or Inlet Tee ncrete Riser C Riser with Grommet(s) and to tank adapter with :ommended adhesive) Vent Piping nk Adapter (cast or bolted) P—on Polyethylene Screen sing Siphon fluent Discharge Minimum 4" dia. transport line rl TANK DETAIL ' Fiberglass Mounting Bracket 33 Four Wheel Drive Road Deadwood Ranch - Ranch Manager's Residence Date: 08/04/14 L Carbondale, CO 81623 Swearingen Way � /� p} r��f 5 pt'( 970.309.5259 Pitkin County, Coloado Designed By: CBO W/ �j . 0 W3.0 ffl Reviewed By: RHP Y Project Number: C1088 Drawn By: ANG Sheet 3 of 3 C OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR LTAR (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 675 Minimum tank capacity 843.75 gallons Absorption Area (=B20 X 1.0/1317) A = Q x 1.0 loading/LTAR A = 1,929 sq. ft. of absorption area required Absorption Area (—Q/5 X SQRT pere rate) !N[ITH SECONPAPY TREATME A= 1,929 sq. ft. of absorption area required Abs. Area w/ loading factor (1325) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 1736 1929 176 195 Dosing 1543 1543 156 156 Chambers 1350 1736 137 176 Max Allowable 964 1350 98 137 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 1736 1929 176 195 Dosing 1543 1543 156 156 Chambers 1350 1736 137 176 Max Allowable 964 1350 98 137 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = Well Pennit.pdf Page I of 3 Form No, OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg . 1313 Sherman St-, Denver Colorado 80203 (303) 866-3581 ENMEMEN WELL PERMIT NUMBER 292880 DIV. 5 WD 38 DES, BASIN MD Lot: 1 Block: Filing: Subdiv: FENDERIMCGLICKIN LOT LINE ADJ APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 SE 1/4 Section 27 Township 8 S Range 87 W Sixth P.M. DISTANCES FROM SECTION LINES Ft- from Section Line Ft. from Section Line IN UTM COORDINATES (Meters, Zone: 13, NAD831 Easting: Northing: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action, https://www.dropboxstatic.com/static/J*avascript/external/pdf-js-669a4dl/viewer-vflmu2kyS.html?file=`/`... 9/22/2014 Well Permit.pdf Page 2 of 3 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(1) for uses as described in CRS 37-92-602(1)ft Use of this well is limited to monitoring water levels and/or water quality sampling- This well is known as Top Well, 4) This well must be equipped with a locking cap or seal to prevent well contamination or possible hazards as an open well The well must be kept capped and locked at all times except during sampling or measuring_ 5) Records of water level measurements and water quality analyses shall be maintained by the well owner and submitted to the Division of Water Resources upon request 6) Upon conclusion of the monitoring program the well owner shall plug this well in accordance with Rule 16 of the Water Well Construction Rules A Well Abandonment Report must be completed and submitted to the Division of Water Resources within 60 days of plugging, 7) The owner shalt mark the well in a conspicuous place with the well permit number and name of aquifer as appropriate, and shall take necessary means and precautions to preserve these markings 8) This well must be constructed by or under the supervision of a licensed well dfillar or other authorized individual according to the Water Well Construction Rules, If non-standard construction is anticipated, a variance request must be submitted in accordance with Rule 18 and approved prior to well construction, 9) A Well Construction and Test Report (Form GWS -31), including lithologic log must be submitted by the individual authorized to construct the well. For non-standard construction, the report must include an as -built drawing showing details such as depth, casing, perforated zones, and a description of the grouting type and interval, 10) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location an work reports required by Rule 17.3 within 60 days of completion of the well. The measured location must be accurate to 200 feet of the actual location. The location information must include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines NOTE- Issuance of this permit does not guarantee that this well can be converted to a production well under a future permit. Additionally, pursuant to Rule 14,2 of the Water Well Construction Rules (2 CCR 402-2), monitoring holes constructed pursuant to a monitoring hole notice shall not be converted to a production well, (Upon obtaining a permit from the State Engineer, a monitoring hole may be converted to a monitoring well, recovery well for remediation of the aquifer, or a dewatering system for dewatering the aquifer.) NOTE: This well is to be located on a tract of land of 350 acres described as Fender/McGuckin Lot Line Adjustment Parcel 1; division of land. Pitkin County. Further identified as 2600 West Sopris Creek Road, Basalt, CO 81621. NOTE: Permit nos, 285833 (Residential Site Well), 285834 (Barn Site Well), 289728 (Cabin Well (canceled)), 290377 (Cabin Well), 291943 (Caretaker Well) and 291944 (Corral Well) were previously issued for this parcel NOTE: Parcel Identification Number (PIN): 49-2465-274-02-007 https://www.dropboxstatic.com/static/j avascript/extemal/pdf-j s-669a4d 1 /viewer-vflmu2kyS.html?file=`/`... 9/22/2014 Well Permit.pdf © Page 3 of 3 NOPE: Assessor Tax Schedule Number. R007042 (totaling 350 acres) r ` '` C!/ j i APPROVED ,tom DMW State Engin By R� eceipt No. 9503768 DATE ISSUED 11-13-2013 EXPIRATION DATE 11-13-2015 https://www.dropboxstatic.com/staticljavascriptlextemal/pdf-j s-669a4d 1 /viewer-vflmu2kyS.html?file=%... 9/22/2014 • a P003_10 bocc_reso_059_2010 - BOCCesolution No 059-2010_RecepNo 570412.pdf Page 1 of 18 RECEP"T1OW. SMI 11611110110 at 10.21:21 AM, 1 OF 13. R $0.00 Dac Code RESOLUTM .Janke K. Vos Caudill. PI*An County. CO 'IMI # ! i # r 1 i 1 lity" !#` ! ! s i' 1r ! ! U 1. Middle ! ! ♦.1 applied f Board t of CountyCommissionas4 County. Colorado '.s M obtain! t ! 1 c4x�vaion Development PUD (Ctl,.PUD) Plan for -DevelopmentOption 1Development" •accommodatei (2) single family residews, two (2) caretaker dwelling units, and agricultural buildinp. Special review approval is requested for horse boarding and wind power Vneration. In additkw4 the Applicant is requesting toestablishVii- !: builTDRdings, • de d in a CD -PUD, ! to convert the two previously ! ! ! ! M (restricted I to use 00 -Site) to transfiTWc r t 2. 11w property is located off of West Sopris Creek Road. vW is more specifically described in Exhibit A. https://www.dropboxstatic.com/static/j avascript/external/pdf--j s-669a4d 1 /viewer-vflmu2kyS.html?file=%... 9/22/2014 P0031 0-bocc-reso-059-201 0 - BOCC Resolution No 059-201 0-RecepNojZ04l2.pdf Page 2 of 18 0 3, 1 he property contains j44. i 4j acres, more or im, aim is zoi mu njv. 4. The I fearing Officer granted approval pursuant to Determination No. 08-2008 for the following: Site Plan Review for a driveway; Activity Envelope Review-, Special Review and GMQS Exemptions (as applicable) to establish the property as a receiver site for up to four TDRs for additional floor area up to 15,000 square feet, to construct a caretaker dwelling unit and a barri(s), to list the hist of is resources on the historic inventory, and to allow throe water crossings (two brklge, one culvert) for the driveway. A standard three year vested right was granted with the approval. As part of the approval, the Applicant agreed to record a deed restriction upon revordation of a site plan for the residence on the property running to the benefit of the County prohibiting subdivision of the property. The driveway Site Plan and Activity Envelope Plan was recorded in Plat Book 88 at Pages 37 - 46, Resolution V-040-,2010 page 10. The BOCC further finds that a portion of the property is currently operating legal comrnercial agricultural uses, and, therefore, is eligible to develop the pro" pursuant to the CD -PUD "Development Option 2 - Commercial Agricultural Development" as specified in Sec. 3-70-40(h) of the Code, I I - The D further rinds that the following development is exempt from growth mWincni, pursuant to Sec. 3-7040(hX4) and as agreed to by the Applicant: A. Two principal single-family dwelling units with a combined floor area of 8,250 square feet, with no individual dwvIling to exceed 5,750 square feet. 13. *fwo caretaker dwelling units, each with a maximum floor area of 1,000 square feel (in addition to the final maximum floor area fbr the principal structures), IQ QM cminn- feet tif harn floorareafin addition to the final maximum floor area for the principal https://www.dropboxstatic.comlstaticljavascriptlextemallpdf-js-669a4dllviewer-vflmu2kyS.html?file=%... 9/22/2014 P0031 0—bocc—reso-059-20 10 - BOCC Resolution No 059-201 O—RecepNo 570412.pdf Page 3 of 18 GO structures and carctaket dwelling units). 12- The BOCC further finds that the Applicant's eligible for n Rs pursuant Sm -inc (9) TI}Rs, rsuant 0- to 3-7 40(hXS) of the Code. 11, The BOCC further finds that it is appropriate to convert the two (2) previously granted non- transferable TKRs to two (2) transferable TDRs, given the commitments made by the Applicant and the benefits realized by the County in association with the pricer designation of the historic resources to the County's "istoric Register as well as those associated with the CD -PUD request. 14. nc BOCC further rinds that the proposed special review uses of horse boarding and wind power generation arc consistent with and support the existing agricultural operations, will not diminish the agricultural andlor conservation resource values of the parcel, are consistent with the intent of the CD -PUD zone district, and will not impose significant adverse impacts on nearby residents; and otherwise comply with the special review criteria in See. 2.30-30(h)(2) of the Code, 15, The BOCC further finds that the Agricultural Facilities Activity Envelope avoids slopes in access of 30% and geologic hazard areas; compl icswith the requ ircd 100' setback from wctland and riparian areas and avoids any floodplain hazard areas; is within a low wildfire hazard area; and avoids wildlife habitat areas. 16. The BOCC further rinds that it is appropriate to incorporate the previously approved Site Plan Review --A I-- A -%-4 in- tt— rs+;Aonl;_ql Apugleinment and the Resolution Na. 2010 Page 3 NOW, THEREFORE, BE IT FURTHER RESOLVED by the ROCC that it does hereby "V W. Lulugg" r,nQ=W &MOIDT111AW 11 granted land and be binding an all soccessom in interest. 1. Thc Applicant %hall adhere to all material representations made in theapplication or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other https://www.dropboxstatic.com/static/J*avascript/external/pdf-js-669a4dl/viewer-vflmu2kyS.html?file=%... 9/22/2014 P003-10—bocc—reso-059-2010 - BUCIKC Resolution No 059-2010_RecepNo570412.pdf Page 4 of 18 cowwons. I The approvals granted he replace and supersede the approvals granted pursuant to Ht$An$ Off er Determination No. 008-2008 &W BOCC Resolution No. 017-2009. 3. Ile parcel is exempt from Growth Management for the following: A. Two principal single-family dwelling units with a combined floor area of 8,250 square fed_ with no individual dwelling to exceed 5,750 square fact. B. Two caretaker dwelling units, each with a maximum floor area of 1.000 square feet (in addition to the final maximum floor area for the principal structures). C. 19,960 square feet of bam floor area provided such is confined to the designated Agricultural Facilities Activity Envelope (in addition to the final maximum floor area for the principal structures and caretaker dwelling units), tiorse/live.stock run-in or loafing sheds shall count as barn floor area to the extent required by the Code, as may be amended from time to time, but may be located in the pastures and outside of the Agricultural Facilities Activity Envelope, 4, Prior to submission of the Site Plan Review application for development within the Activity Envelopes, the Applicant shall be required to submit for approval by the County Attorney and Community Development an amended Driveway Site Plan and Activity Envelope Plan in accordance with Land (Ise Code Section 2.30-20(g) and Application Manual Section 2. 1, 1 a The above referenced approvals shall be a condition precedent to I'malizAtion and recordation. The proposed plan shall be amended to include an Activity Envelope around the historic rc-sourcts- Upon recording, such Amended Driveway Site Plan and Activity Envelope Plan shall supersede and replace the Driveway Site Plan and Activity IE-nvclope Plan recorded in Plat Book 88 at Page 37, Resolution NO. e -21)1o Page 4 from title to the property itself, except that a portion of the water rights, if not necessary for present or future agricultural use on the property. could be transferre-d. leased for short term or https://www.dropboxstatic.comlstaticljavascriptlextemallpdf-js-669a4dllviewer-vflmu2kyS.html?file=%... 9/22/2014 P003 10—bocc—reso-059-201 0 - BOCC Resolution No 059-201 O—RecepNo 570412.pdf Page 5 of 18 loanea to the t;otomo water %-onsetvaiion voam or mmy autnurizzu v"'ItY to Auvimist minimum stream flows in the Roaring Fork River basin rivets and streams. The Easement shall require weed management in accordance with Pitkin County standards. Prior to recor4ation of the Easement, the Applicant shall submit the following documents to the County: a baseline documentation (which shall be approved by the Easement grantees), title insurance, and a boundary and improvement survey; and shall submit the dralli casement for review arw recommendation by the Open Space and Trails Board and acceptance by the ROCC by Ordinance. B, Covenant or other permanent commitment running with the land that guarantees that in the event multiple principal residences an&or caretaker dwelling units andVor agricultural housing (if approved through a ftd= special review reqoest) are developed on the parcel, said rcsidClWes and units shall not be sold or otherwise conveyed or separated from the original parcel regardless of their ultimate form of ownership. C. Covenant for all bams, that specifics that the exempt barn square footage may only be used to shelter or enclose livestock, horses, poultry, feed or field equipment, or to grow trees, shrubs, flowers or vegetable plants, and that any area not consistent with those uses would count as floor area. The covenant shall also allow the County to inspect the barn(s) at any time for compliance with the specified use limitations, subject to the provision of reasonable notice to the property owner. U Vested Property Rights and Lkvcloptnent Agreement providing vested rights for a period of 20 years from the date of approval of this Resolution. The Mvclopment Agreement shall include a provision that upon recording., such new Vested Property Rights and Development Agreement shall supersede and replace the Vested Property Rights and Developmont Agreement recorded at Reception No. 557964. E. Covenant Agreement for Preservation of Historic Resources containing the time limitations set forth in condition 11 below. The Covenant Agreement shall include a provision that upon https://www.dropboxstatic.comlstaticljavascriptlextemallpdf-js-669a4dllviewer-vflmu2kyS.html?file=%... 9/22/2014 P0031 0—boce—reso-059-201 0 - BC Resolution No 059-20 10 RecepNo 'A--70412.pdf Page 6 of 18 C 9. With each development permit application. the AppfiwMsWI*sbmk&cordMWIw numagarnat plan for review and approval by the Planning Engineer. 10. With the access permit application for the driveway. the Applicant shall provide the following: A- Trce mitigation plan that complies with section 7-20- 1 Ox of the Land Use Code. 8, Stamped engineered drawings for all retaining walls equal or greater than four (4) fee in height, C, Utility line locations. D. Structural drawings of the bridges, including the design load rating. E. Drainium and erosion control plan, and/tx a stormwatcr permit from the State of Colorado. F. Landscape and revegetation plan, including a detailed plan for rcciamationtmiligation or disturbed areas within the 100' buffer areas along the streams. Applicant shall demonstrate compliance with standards and conditions sct by other permitting or referral agencies, including the US Army Corps of Engineers, Colorado Division of Wildlife, and USEPA. G. Floodplain Development Permit application. IL Documentation that the access does not encroach on slopes greater than 30% for more than 100 I incaT feet. 1. Documentation of compliance with the requirements of the Basalt Pius Ek-peftment regarding access. J. A precise engineer or geologist approved plan that demonstrates that the driveway can be engineered such that them is no hazard posed by the location of developmcnt on unstable or steep slopes and in https://www.dropboxstatic.comlstaticljavascriptlextemallpdf-js-669a4dllviewer-vflmu2kyS.html?file=%... 9/22/2014 P003 10—bocc—reso-059-201 0 - BOCC Resolution No 059-201 O—RecepNo 570412.pdf Page 7 of 18 mances shale soils. The plan shall show the area 01 G'sturDW slope, any regrading anu me cNact 51,m and location of all mitigation devices. W Vhc Applicant shall complete the restoration of the two historic cabins to the sa"action of the Min County historic; Presmation Officcr and the Chief Building Official as followS: (1) prior to issuance of a Certificate of Occupancy for the first principal residence oo the property, or (2) within two Resolution No V-201 0 Page 6 If Subtnit a detailed tevegetation plan f4disturbcd arm; with appropriate seed mixes for review and approval by the Land Manager. 1. Submit a weed management plan for review and approval by the L=W Manager. 13. The Applicant may request special review and site plan review approval in the future for agricultural housing located within the Agricultural Facilities Activity Envclopc. 14, Special review use approval is granted for horse boarding and a wind powered electric generator. Annual reviews will be held one (1) year from the date of approval for horse boarding; and one (1) year from the date of installation of a wind powered electric generator, respectively. The annual reviews by the BOCC will be to ensure that the uses continue to comply with the special review criteria and the conditions of approval. If the uses are found to be in compliance for 5 consecutive years, the uses shall no longer be subject to annual reviews and may continue so long as all applicable conditions arc nict- All wind power facilities shall be subject to Site Plan Review and may or may not be approved by the Community Development Direc tor. pursuant to the applicable standards of the Land Use Code, The BOCC shall maintain a 45 -day right to call-up the Community Development https://www.dropboxstatic.com/static/J*avaseript/external/pdf-js-669a4dl/viewer-vflmu2kyS.html?file=%... 9/22/2014 P0031 0—bocc—reso-059-20 10 - BQCC Resolution No 059-20 1 O—RecepNo,520412.pdf Page 8 of 18 UIMAUF 3 MU116tt" I VVItIt I T;Ndju 141 01%IW I-IC"I SN46V IV, WW 41n UJI'y "11M FWVTVI 10-.11991--73 %&9M %,VI##fVjW44I1.j Development Director shall notice the BOCC within 5 working days of any such decision). said call- up review by the BOCC shall be a de novo review, pursuant to the applicable standards of the Land Use Code. Only one horse breeder shall board up to a maximum of 35 horses at Middle Ranch at any given time. Horse boarding facilities will not be open to the public and the horse boarder shall not run or otherwise operate any commercial horse riding operations from the Ranch such as commercial pack trips or horse riding lessons to the public. Horse grazing shall be limited to the pasture am -as and horses shall not graze within 100' of the high water line of any creek. Trips related to the horse boarding operation shall not exceed 10 visitor trips per day (one visitor trip is defined as one automobile arrival or dcpaftrc). 15. Areas disturbed by construction shall be re-vegetawd within one growing season ofd projed's ,completion. 16. The Applicant shall comply with the following standards for VcvclWmvnt in a Low Wildfire Hazard Area: A VL-r--'ILI- 0-- IM- 11"tIC&1 kU ^Wwa**V "SnAAAAOR that 5) Evergreen trees are allowed within 30' of the house and shall not have any flammable fuels (shrubs, etc.) underneath. Trees within 30' of the house shall be spaced by at least 20', unless in tight clumps consisting of no mom than 5 trees, which clumps must be separated by at least 30', 6) All branches that extend over the roof eaves shaN be trimmed and all branches within fifteen (IS) feet of chimneys shall be removed. 7) Grasses and shrubs shall be mowcd/trimtned to less than 6 inches within 30' of the house, unless they are irrigated or within planting beds, 8) The property owner shall be responsible for the continued maintenance of dw4ellb"ible space vegetation requirements, https://www.dropboxstatic.com/static/J* avascript/extemal/pdf-j s-669a4d 1 /viewer-vflmu2kyS.htrnl?file=%... 9/22/2014 P003 10—bocc—reso-059-20 10 - BOCC Resolution No 059-201 O—RecepNo 570412.pdf Page 9 of 18 B. Roofing; Class A covering or Class A Assembly as defined by the currently adopted Building Code. No wood shakes or shingles, Roofs with less than a 3:12 pitch arc not permitted unless they, comply with the following: 1) All roof coverings shall be constructed of non-combustible materials and installed on a Class A roof assembly. 2) All roorcoverings shall have a surface that shall facilitate the natural process of clearing roof debris. 3) Protrusions above the rooflinee such as parapets, shall be prohibited. 4) Roofs shall be installed as required by the adopted Building Code and shall have a minimum pitch of 1:48, 5) All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marshall prior to submittal of a building permit application. C. Water Supply for Fire Safety 1) Water storage for manual firefighting shall be provided ern -site, in an amount to be determined by the Fire District at the time of building permit review. Individual structure water supply and storage shall be accessible to fire department vchicles from the exterior of the structure through a fire deprtrnent approved mechanism (such as a fire hydrant), Water storage may be provided in an underground tank or a pond within an approved activity envelope. 2) In-house sprinkler systems that meet the standards ofthe Basalt and Rural Fire Protection District (RKFD) and the adopted Building Code shall be imstalled in all new buildings, to the extent required by the BRFD. 9) Fences shall be kept clear of brush and debris. 10) Wood fences shall not connect to other structures. 11) Fuel tanks shall be installed underground with an approved container, 12) Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation https://www.dropboxstatic.com/static/J*avascript/external/pdf-js-669a4dl/viewer-vflmu2kyS.html?file=%... 9/22/2014 P0031 0—bocc—reso-059-201 0 - 130—CC Resolution No 059-201 O—RecepNo 570412.pdf Page 10 of 18 around any aboveground tank, Any wood enctosurc around ttw- tank snaii tie construcToo wtm materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. 13) Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. 14) Addresses shall be clearly marked with two (2) inch non-combustible letters and shall be visible at the primary point of access from the public or common access road and installed on a non-combustible post. MUM= MEMO= A. Dogs shall be kenneled within 50' of a residentia I building or leashed under human supervision at all times, except for dogs working as part of an agriculturvil operation, when at work, Contractors shall be prohibited from bringing their dogs on-site. W Outdoor construction shall be limited to the period between April I through November 31. C A landscape buffer with native evergreen trees of not less than 8' in height shall be planted on the northern edge of the primary residential activity envelope, prior to commencement of construction. a site specific landscape plan shall be provided at the time of site plan review, D. Any loss of sagebrush as a result of development within the activity envelope shall be mitigated at a 2:1 ratio with new plantings of sagebrush on the property. subject to a plan reviewed am approved by the Division of Wildlife, Plantings shall be completed prior to issuance of the Certificate of Occupancy for each dwelling unit. E. Manipulation of vegetation outside of the Activity F.nvclopes is prohibited, except as specifically provided under condition 18, below. Landscaping shall be limited to the designated Activity Envelopes. F. New or replacement fences not necessary for the containment of livestock shall om*y v*h dw fallowine: f 41 https://www.dropboxstatic.com/static/j avascript/extemal/pdf-j s-669a4d1 /viewer-vflrnu2kyS.htrnl?file=%... 9/22/2014 P003 10—bocc—reso-059-201 0 - BOCC Resolution No 059-201 O—RecepNo 570412.pdf Page 11 of 18 1, With reasonable notice to the property owner, access shall be provided to the Colorado Division of Wildlife for trapping, tagging, studying, or otherwise managing wildlife, except that in cases of a wildlife emergency, reasonable notice to the property owner is suggested but not required. J. TrashIgarbage shall be kept in an approved bear resistant container or enclosure. K. Pets shall not be fed outside. Bird feeders shall be avoided from April through November, L. horse grains, pellets, and cookies shall be stored indoors or in beat resistant containers, M. If the property is used for animal grazing. the Applicant shall install fencing in areas where fencing is rwodcd to keep animals out of the stream and the associated wetlands and riparian arm. M No development shall occur outside of the approved activity envelopes, with the exceptions of activities associated with: vegetation removal necessary to comply with the wildfire mitigation measures described above; agricultural uses, irrigation facilities; temporary excavated materials spoils as contemplated herein; approved wind power facilities and equipment; and wetlands mitigation, sagebrush mitigation, wildlife habitat enhancements, horse/livestock run-in or loafing sheds, and weed management in accordance with plans approved by Pitkin County. 19. Prier to commencement of any earthmoving or other construction activity, the Applicant shall stake the corners of the affected activity envelopes and install construction fencing around the construction site within the perimeter of the activity envelope. The fencing shall remain in place until issuance of a Certificate or Occupancy. 20, Up to four permanent horsellivestock run-in or loafing sheds may be installed in the (our pastures and outside of the Agricultural Facilities Activity Envelope, with no more than one shed per pasture. Fach shed shall be limited to a maximum of 300 square fect, and the height shall be limited to a maximum of 12' to the ridge with a minimum 4,12 roof pitch with a shed roof. Tlie sheds sWI have https://www.dropboxstatic.com/static/javascript/external/pdf-js-669a4dl/viewer-vflmu2kyS.html?file=%... 9/22/2014 P0031 0—bocc—reso-059-201 0 - BQJCC Resolution No 059-20 1 O—RecepNo ';70412.pdf Page 12 of 18 Resolution Alo, Al -2010 Page 10 site, not more than once a you and on a mutually agreed upon day, to view the historic cabins, once restored, should an orgmized tour of all of the historic sites in the Emma area be organized. The parents of each child visiting Middle Ranch shall provide a waiver, hold haTmIess and indemnification agreement in favor of the owner(s) of Middle Ranch from any and all costs and expenses, including any attorney fees or costst arising from the visitation of the school chi Idren and teachers to Middle Ranch, SimiLuly, each member of the public visiting Middle Ranch as part of an organized tour of all the historic sites in the Emma area shall provide a waiver, bald harmicss and indemnification agreement in favor of the owner(s) of Middle Ranch from any and all costs and expenses, including any attoTney fees or costs, arising from the visitation to Middle Ranch. 25. No more than t-Av (2) special event permits shall be issued for activities on the Ranch per calendar year unless specifically authorized by the BOCC, Any viewing of the historic resources pursuant to condition 24, above, shall not count against the limit of two (2) special events allowed per calendar year. 26. No calculations for height, bulls, setback, size, floor area, or any other building and zoning requirements have been conducted. 17hese rquirements will be considered at the time of building permit. Any structures represented in the application may not be permitted under building and zoning regulations. 21, Statutory vested doft for the approval ton tained herein are granted pursuant to the Pitkin County I nnA I I&A f'"— . A t"*—I—.—A— Co—o—t— #— #U— --* C --L :— ft:iLll— r* ---O— a I https://www.dropboxstatic.com/static/J*avascript/extemal/pdf-js-669a4d 1 /viewer-vflmu2kyS.html?file=`/`... 9/22/2014 � � DEADWOOD RANCH CA► ETA►KER RElIDENCE 1 2 3 1 8 SCALE IN FEET IG PLARM PLAN max allowed = 2,206.8 sf ACTUAL AREA = Area=2,206.6 ft2 FLOOR PLAN SCALE : I/4' - I'-0' ' oNLv oN LHE Joe oescR� I tti THE --C— 9fALL VERIFY ALL N—ONS AT THE 9TE ANC RM -Y NOTIFY THE A THE IN NRIIING OF ANY gSCREPANNES. €JOB NP. 11034 ZDATE: 2014-07-30 DRAM BY: LGK S SCALE: AS NOTED