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Home My WebLink Aboutpitkin.eh.246717400028 (2014)(Grow Facility)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. iTKIN COUNT SITE WASTEWATER TREATIONT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit#: 0002.2014.powAL Parcel ID#: Permit Issued: Owner(s): High Property Address: Legal Description: Size of Lot: Size of Building: 2467-174-00-028 ❑NEW CDU ❑REPAIR ❑REMODEL/ADDITION ❑TANKONLY ❑FIELDONLY ®AMENDMENT Farms LLC 82 Acres Sq, Ft. Detached Accessory Unit: ®YES ❑NO Size of Accessory Unit: T ' ommercial u n a:fa Designed By: All Service Septic Phone #: 970-704-0484 Fax #: Perc Rate: Minimum Tank Capacity: 281 Project#: C1035 Mailing Address: Email Address: Sq. Ft. Dated: August 30, 2014 Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: D 8 ft Ions Minimum Absorption Area: 175 ftz w/50% reduction 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 permit # 0013.2014.powt. Permit # 0013.2014.powt is void. This permit is for a commercial grow facility with 15 employees. Waste from the produced irrigation water shall not be disposed of through the OWTS and/or through the proposed floor drains in the facility until it is characterized, determined to be appropriate to dispose of through an OWTS and approved by this department. The system shall consist of sewage flowing via gravity to a 1500 gallon two-compartment septic tank with a Biotube pump vault installed in the second compartment. Effluent will be pumped to an Automatic Distributing Valve, accessible from grade, and to a two -trench soil treatment area with 24 Quick -4 chambers in each trench (48 total). The soil treatment area shall be a minimum of 104 feet to any well, 54 feet to any unlined irrigation ditch or stream. No portion of the OWTS shall be installed in the Highway 82 "right of way" unless an approval letter from the Colorado Department of Transportation, agreeing to allow the OWTS to be installed in the "right of way", is filed in this office. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS Date: 9/18/14 Expires: 09/18/15 Installer: (? �'"'t1 License#: ReactivationROthorizedby: . " 117��esslona\ �i�CC0,,)C , n Final A p oval I sue By: D e: New Expiration Date: EJ�pM l2 1 to I z -al I ALL 71 Four Whin 11Rd Carhorrlllb COCO I1f21 fl1JN-SZA ifIYICf�'' " December 5, 2014 High Valley Farms, LLC Onsite Wastewater Treatment System (OWTS) Installation Observations High Valley Farms, LLC 24480 Hwy 82 Pitkin County, Colorado OWTS Construction Permit Number 0002.2014.powt Jordan, Project No. C1035 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on October 21, November 18, and December 4, 2014 for the subject property. Professional Excavating installed the system. The installation included a 1500 -gallon, two-compartment septic tank with an Orenco® Biotube pump vault and PF3005 pump in the second compartment. The control panel for the pump is located on the north side of the building, within line of sight of the septic tank. There is an effluent filter inside the second compartment of the septic tank. This filter must be cleaned annually, or as needed. Wastewater flows were estimated at a maximum of 700 gallons/day with a design flow of 1050 gallons/day. We recommend installation of a flow meter and monitoring and recording flows on a weekly basis. Effluent is pumped through a 1.25 -inch diameter transport line to a model 4402A Automatic Distributing Valve (ADV), accessible from grade. The ADV was placed at the high point and the 1.25 -inch diameter transport line has a minimum 1% grade for proper drain back into the septic tank after each dose. Effluent is pressure dosed through the ADV to two gravelless chamber trenches with 1.25 -inch laterals, hung with zip ties under chambers. The laterals have 1/8 -inch orifice holes facing up (with the last hole facing down for drainage) 4 -feet on center. Each lateral ends in a 90 degree elbow facing up with a ball valve for flushing in a valve box accessible from grade. Each trench has 24 'Quick 4' Infiltrator® chambers for a total of 48 'Quick 4' chambers. Thereare at least 6 -feet of undisturbed soil between each trench. The ditch is placed in a culvert within 50 -feet of the absorption area. 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 �( °�&A's Carla Ostberg, MPH, REHS Reviewed A Richard septic tank LI I J pump vault q nbers F&9 DESIGN 15 employees working In graenhouw ABSORPTION AREA: 15 EMPLOYEES X 15 GALIDAY OFFICE EMPLOYEES = 225 GAL/DAY LONG TERM ACCEPTANCE RATE = 1.1 GAL/SQ FT 5 SHOWERSIDAY X 14.7 GALLONS = 75 GALIDAY CALCULATED ABSORPTION AREA = OILTAR = 955 SF 10 EMPLOYEES USING KITCHEN SINK X 4.4 GAL =45 GALIDAY 20% REDUCTION, DOSING 3 LOADS LAUNDRYIDAY X 19.5 GAL = 60 GAL/DAY 30% REDUCTION, CHAMBERS IN TRENCHES OTHER SINKS = 100 GALIDAY TOTAL AREA REQUIRED =477 SF AVERAGE DAILY FLOW =505 GALLONS 2 TRENCHES, 24 CHAMBERS LONG USING AVERAGE DAILY FLOW = 700 48 TOTAL CHAMBERS ('QUICK<') DESIGN FLOW = Q= 1.5 x 700 = 1050 GALLONS 6' UNDISTURBED SOIL BETWEEN TRENCHES N TANK 1050 x 30 HOUR RETENTION TIME = 1312 GALLONS USE 1500-GALLON, TWO-COMPARTMENT TANK WITH PUMP 010' 20' Scale'. 1' = 20'-0' CONTROL \ \ f OCATED ON ATER LINES MUST BUILDING 'FOM SEPTIB TANK \ \ S�JER LINE M'O§$T BE \ \ 669 \\ \ ENCASEPDWITHIN 1k0' OF EA \\ r \ 5 O SIDE W `\ LINCx CROSSINGg,N-EkO 10-GALLON, \ \\ \\ + p 2 TWO-COMPARTMENT;\\ \ \ \ r 7U ON�C &TE SEPTIC TANI( WITH \ \ \ m z B TUBE RUMP VAULT AND \ \ \\ CO, P00 PUMP \\ \\ \\ \\ \ = m tt \ \ \ \ \ Z CDD z<m \ ` AUTOMRrIC DISTRIBUTION\\ \\ VALVE TO\GRADE. WDEL 440'2 \+ ' 1.25• DIA CH q� \ \ \-q \\\ LINE (MIN1i(, S I 1.2' OIA SCHEDULEkO PR&4URIZED LINE \ \ \ \ 0 ( THROUGH ENTIR44LEN6\ \ \ \ 0 I OF CHAAIISER TREINPH \ \ \ \ I \ 1 \\III 1 'QUIQ CH \ 1 1 I 24 PERT THECIM- I CH AM S \ \ 1 I � j 90 DEGREE ELBON EACH LATERAL, FA NG \ / UP, WITH BALL VA E FOR } 12 \ \ 2 REC�IG'--ex ��` JJ Four Wheal Dtlee Road High Valley FBfffls, LLC. Dale: 1z�sn4 H Car6on0ale, CO 81823 24480 Highway 82 0,11 F 970.309.5259 Basalt, Colorado 61621 Designed scl : ° record CEBIICE Project NumWr. C1035 Drawn By. ANG Sheet 1 of 1 Pitkin County Environmental Health Department Contact Log Sheet Name: --- Parcel ID#: 2 oo -612 Address: 2 O (i Z Dale:_ Parsons 'ken T,o Comments / Action to be T2ken, ._ ; .._...:._.._ __'_. Initials Time 0 IV2, 201q. PoLV2 REQUEST FOR AN AMENDMENT TO AN EH/NR OWTS CONSTRUCTION PERMIT 76 Service Center Rd - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 This form should be used for requesting an amendment to an OWTS Construction Permit if there have been significant changes to an OWTS design that differ from what was approved as part of the OWTS Construction Permit. An hourly fee of $162/hour will be invoiced upon review of the new design and reissuance of the amended permit. The system requirements must conform to the current OWTS Regulation, which can be found at http:llwww.ospenpitkin.com/Pdfs/depts/l2/owtsreg.pdf. Permit Number for Which Amendment is Requested: Parcel ID# (available from the Pitldn County Assessor's Office 970-920-5160 or at wwwoitkinassessor.ore): 3A%7 1-1f.} 013 0 V Example: off 49-; ail-as-+iaa Property Address:-zLW,6g H w L4 C/l.!£if5 Lf - Lot: Block: Filial(: Subdivision: Property Owner(s): f .E aijAddress: . Y ryl Home Phone: Business Phone: Primary Contaerson/Ap Iic nt (if not owner): r\ Company: Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: a Business Phone: Fax Number: Email Address: C `l PLEASE READ BEFORE SIGNIN:. I certify that the above information is complete and accurate. I acknowledge that EH/NR may revoke any permit 1 am Issued If my application is found to contain any inaccurate, false, or misleading information. 1 understand that no construction may be undertaken on the OWTS until the OWTS Construction Permit is amended or a new permit is issued. L)a'd aC't6Q Owner/Applicant Signat OFFICE USE ONLY: Recived by: Invoice #: Invoice amount: y1iDate Date: Date received: 0 0 OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR Owner's Name !Hkjh = Parcel ID # House Size (sq. ft.) :l...—: .� (75 gpd or 100 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit , (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 700 State Review Required? no LTAR (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1050 Minimum tank capacity 13125 gallons Absorption Area (=B20 X 1.0/B17) A = Q x 1.0 loading/LTAR A = 955 sq. ft. of absorption area required Absorption Area (—Q/5 X SQRT- pew mte) WITH S;FCQNI) � RY TRF-� P 4r;lj A= 955 sq. ft. of absorption area required (no loading faere� Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel 859 955 87 97 Dosing 764 ZfA 77 77 Chambers 668 859 68 87 Max Allowable 477 668 48 68 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 859 955 87 97 Dosing 764 Z�4 77 TI Chambers 668 859 68 87 Max Allowable 477 658 48 68 104 SETBACK FROM WELL # of feet = 54 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 29 SETBACK FROM DRY GULCH # of feet = E ALL33 Four Wheel Drive Rd Carbondale, CO 81623 970.309.5259 SERVICE August 30, 2014 High Valley Farms, LLC Onsite Wastewater Treatment System (OWTS) Design Revisions 24480 Hwy 82 Pitkin County, Colorado Jordan, 0 Project No. C1035 ALL SERVICE septic, LLC has revised the OWTS design criteria for the proposed commercial agricultural structure on the subject property. The property is located outside of Basalt, in an area where OWTSs and wells are necessary. The design and associated documents dated October 20, 2103 may be referenced, however, this letter and associated documents will be used for the proposed (OWTS) that will serve the commercial agricultural structure. OWTS Construction Permit 0013.2014.powt must be amended. The amendment application must be submitted to Pitkin County Environmental Health Department, along with this design. No work can begin on the design until the amendment permit has been issued. SITE CONDITIONS A 4 -bedroom, single-family residence presently exists and is utilizing a separate, existing OWTS. There is a private well located on the property. A minimum setback of 100 -feet must be maintained from the well to the absorption area. A ditch runs to the southwest of Highway 82 and must be either placed in a culvert or lined within 50 -feet from the proposed absorption area. A water storage tank for fire -suppression will be located to the northwest of the proposed absorption area. There must be a minimum 25 -foot setback from the absorption area to this tank and associated water lines. SUBSURFACE The subsurface was investigated by digging one 8 -foot profile pit and taking a soil sample from approximately 3 -feet below grade. At the time of the subsurface investigation, the ditch located to the northeast of the profile pit was running, causing saturated areas nearby. A gradation analysis and hydrometer analysis was run by HP Geotech and results are detailed in a report dated September 16, 2013, Job No 113 0641J. The materials encountered in the profile pit consisted of 2 -feet brownish red, moist, medium dense silty sand, underlain by brownish red, dense, moist gravelly silty sand to a depth of 7 -feet, underlain by dark brown gravelly silty sand with cobbles from 6 to 8 -inches in diameter to a maximum depth explored of 6.0 -feet. No bedrock or groundwater was encountered. A pipe was placed in the pit to monitor for groundwater. The gradation performed by HP Geotech shows the soil consists of 23% 0 E Page 2 gravel, 56% sand, 18% silt and 3% clay. The USDA soil type is classified as Gravelly Loamy Sand. A long term acceptance rate (LTAR) of 1.1 gal/sq. ft will be used to design the OWTS. Wet area below ditch DESIGN SPECIFICATIONS Commercial Agricultural Building The design will be based on water use estimates. It is anticipated that there will be approximately 10 to 15 employees at the greenhouse daily. Installing a water meter is highly recommended to more accurately assess water usage in the greenhouse. 15 employees (toilets and lavatories) x 15 gallons/day in 8 -hour shift = 225 gallons/day • 5 showers x 14.7 gallons/day = 75 gallons/day 15 employees using kitchen sink x 4.4 gallons/day = 66 gallons/day • 3 uses of laundry x 19.5 gallons/day = 60 gallons/day Other sinks (approximated 100 gallons/day) = 100 gallons/day Total estimated average daily flow = 526 gallons/day The OWTS will be designed on an average daily flow of 700 gallons/day, with a design flow of 1050 gallons/day. The installation will include a 1500 -gallon, two-compartment septic tank with an OrencoO Biotube pump vault and PF3005 pump in the second compartment. The control panel for the pump must be located within line of sight of the septic tank. 0 Page 3 Effluent will be pumped through a 1.25 -inch diameter transport line to a model 4402A Automatic Distributing Valve (ADV), accessible from grade. The ADV must be placed at the high point and the 1.25 -inch diameter transport line must have a minimum 1% grade for proper drain back into the septic tank after each dose. Effluent will be pressure dosed through the ADV to two gravelless chamber trenches with 1.25 -inch laterals, hung with zip ties under chambers. The laterals will have 1l8 -inch orifice holes facing up (with the last hole facing down for drainage) 4 -feet on center. Each lateral must end in a 90 degree elbow facing up with a ball valve for flushing in a valve box accessible from grade. Each trench will each have 24 'Quick 4' Infiltrator® chambers for a total of 48 'Quick 4' chambers. There must be at least 6 -feet of undisturbed soil between each trench. The ditch must be lined or placed in a culvert within 50 -feet of the absorption area. A minimum 25 -foot setback from the water cistern and water lines to the absorption area must be maintained. No trees with tap roots should be planted directly above absorption area trenches. If the lower trench is within 25 -feet of the drainage swale that will run parallel to the driveway, a minimum 20 mil PVC liner must be installed adjacent to the lower (southwest) trenches extending to the depth of at the swale to mitigate any potential of lateral surfacing through the swale. As an alternative to this, the drainage swale may be lined within 25 -feet of the trenches. This office should be contacted when final grading is determined. Floor drains in the buildings will be diverted to a separate proposed drywell, not associated with the OWTS. 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 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. %,i 0 0 Page 4 The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, 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. Please call with questions. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Reviewed By: Richard H. Petz, 38662 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. I3 DESIGN 'w 1w 15 onpk yw working In 9 ABSORPTION AREA 15 EMPLOYEES X 15 GA IDAY OFFICE EMPLOYEES = 225 GAUDAY LONG TERM ACCEPTANCE RATE = 1.1 GAUSO FT 5 SHOWERSIDAY X 14.7 GALLONS = 75 GAUDAY CALCULATED ABSORPTION ARFA = CA -TAR = 955 SF 10 EMPLOYEES USING KITCHEN SINK X 4.4 GAL = 45 GALIDAY 20% REDUCTION. DOSING 3 LOADS LAUNDRYIWY X 193 GAL =80 GALAAY 30% REDUCTION. CHAMBERS IN TRENCHES OTHER SINKS =100 GAL/DAY TOTAL AREA REQUIRED = 477 SF AVERAGE DAILY FLOW X05 GALLONS 2 TRENCHES, 24 CHAMBERS LONG USING AVERAGE DAILY FLOW = 700 48 TOTAL CHAMBERS ('QUICK -4') DESIGN FLOW = Q = 1.5 x 700 =1050 GALLONS 8' UNDISTURBED SOIL BETWEEN TRENCHES TANK 1050 z 30 HOUR RETENTION TIME =1312 GALLONS USE 1500 -GALLON, TWOLOMPARTMENT TANK WITH PUMP i 1 1 / I / N 0' 10 20' Swale: 1' = 20'-0" AUTOMATIC\OISTTMEuTION \ VALVE TOGRADE. MODEL 44a \� V \ r .125' DIA USCH \ \ 2 \ \ NE (MIN 1%$L PR=DIA SCHEDULE40 IZED LINE \ \ THROUGH EWIPA OF CHAMBER TREINCH h! \ \ \ I L \ 90 DEGREE ELBOW EACN uTERAL, F UP, WffH BALL V FOR FLUSHING J 2 PROP�r=-na t ATER LINES MUST i[iOM SEPTIC TANK 33 Fou Wtwd Drt. Road SEW'E'R LME Mil$T BE V \ ENCASED WITHIN y0 OF EA SIDE OP ATER LINE CO 816M CROSSIN\ \ \ IGIIO LLON, \ \ \ ?COMPARTMQ7�,\ \ \ r D "TE SEPTIC T WITH \ \ A A m _ ti TUBE PUMP VAULT AND D O' PP PLw \ \ \ \ \ D wolwd BY RNP Project Nurturer. C1035 o \ \ \ 'Imo AUTOMATIC\OISTTMEuTION \ VALVE TOGRADE. MODEL 44a \� V \ r .125' DIA USCH \ \ 2 \ \ NE (MIN 1%$L PR=DIA SCHEDULE40 IZED LINE \ \ THROUGH EWIPA OF CHAMBER TREINCH h! \ \ \ I L \ 90 DEGREE ELBOW EACN uTERAL, F UP, WffH BALL V FOR FLUSHING J 2 PROP�r=-na 0A agM4 33 Fou Wtwd Drt. Road High Valley Farms, LLC. CO 816M 24190 Kghn 82 W2.0 se tiC.^rbundsKe, c 970.309.5259 BaaaL Colorado 81621 Dmwwd BY CBO I SfflVICf �+�ii D wolwd BY RNP Project Nurturer. C1035 prawn BY: AND Sheet 2 of 4 DRAIN FIELD CROSS SECTION- TVP. INFILTRATOR(R) GUICK4(TM) CUT SHEET 3.0fex R SOIL B LIMIT 01 EXCAVATION SCARIFY SURFACE— PLAN VIEW - TYP. • END PLATE GRAVELLESS'OUICK4' CHAMBERS (4' x 3') 6 1.25" DIA SCH40 PUMP LINE THROUGH ENTIRE TRENCH LENGTH. SUSPEND WITH ZIP TIES FROM UNDERSIDE OF CHAMBER 1.25" DIA EFFLUENT PIPE PUMP LINE FROM SEPTIC TANK SLIP-ON PVC CAP DO NOT GLUE FINISHED 4" PVC GRADE GBERVATION EFFLUENT LINE - 4" 52, ca- SEWER LINE- PIPE PVC // \\ (E F CT V L HG INSULATED COPPER TRACER O PON 1 3x• LOCATE LINE IN FUTURE PIPE PIPE rt 1 4. LINES TO ENTER GRAVELLESS bUIC"' AND EXIT IN TOP CHAMBER (4'x 7) PORT OF CHAMBER END PATE 1.15" DIA 8CH40 PUMP LINE BEG TO UNDERSIDE OF CHAMBER OF CMAMBE0. END PLATE GRAVELLESS'OUICK4' CHAMBERS (4' x 3') 6 1.25" DIA SCH40 PUMP LINE THROUGH ENTIRE TRENCH LENGTH. SUSPEND WITH ZIP TIES FROM UNDERSIDE OF CHAMBER 1.25" DIA EFFLUENT PIPE PUMP LINE FROM SEPTIC TANK 30" DIAMETER PVC CLEANOUTDETAIL. na � ACCESSIBLE AT GRADE 'Y Z" 'IMS PIPES PLACED IN MIN AUTOMATIC 85' TOP PORT OF DISTRIBUTING 24 CHAMBERS PER TRENCH CHAMBER END O VALVE ASSEMBLY PLATES FROM EFFLUENT Po DEGREE ELBOW FACING UP AT END OF EACH PUMPING SYSTEM UT LATERAL WITH BALL VALVE FOR FLUSHING OINLET AND OUTLETS 3TRENCH DETAIL&, M 5 AD^ wrwue 33Four Wheel DKw2 High 24480 gh y8 LLC. Dale: B(3ona Caft970.30gele.0081623 24480doWcyB2 \A 3"O 870.308.5258 Beestt. CobnCo 81821 Chocke 0 BY: CBO Y V �7 Chocked By: RHP Project NumEer. C1035 Ore. By ANG Shee13 o14 I� SLIP-ON PVC CAP DO NOT GLUE FINISHED GRADE EFFLUENT LINE - 4" SCHEDULE 40 OR 4"SOR SEWER LINE- 35 P.V.C. 4"SCHEDULE 40 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE 30" DIAMETER PVC CLEANOUTDETAIL. na � ACCESSIBLE AT GRADE 'Y Z" 'IMS PIPES PLACED IN MIN AUTOMATIC 85' TOP PORT OF DISTRIBUTING 24 CHAMBERS PER TRENCH CHAMBER END O VALVE ASSEMBLY PLATES FROM EFFLUENT Po DEGREE ELBOW FACING UP AT END OF EACH PUMPING SYSTEM UT LATERAL WITH BALL VALVE FOR FLUSHING OINLET AND OUTLETS 3TRENCH DETAIL&, M 5 AD^ wrwue 33Four Wheel DKw2 High 24480 gh y8 LLC. Dale: B(3ona Caft970.30gele.0081623 24480doWcyB2 \A 3"O 870.308.5258 Beestt. CobnCo 81821 Chocke 0 BY: CBO Y V �7 Chocked By: RHP Project NumEer. C1035 Ore. By ANG Shee13 o14 I� ProPaO Effluent Pumping System - 2nd Compartment Drawdown Q t ant'. s haa, le 5:22 P:'•Cmnd P.iM Vbw ry'S1 61r,v,les P mpnp SpPm "'°'•s II. YID' Apl 6Ce1.00 B111gN. YIVJI PI.T-713 can eM Mesa' 0sFws. ua F011�� tem) w-verl swmlm sm.l edm . m Ipp.lu( AmX .wy From Pleer PVC flhw Mlb O'arnmM(el (Xul yhwi o I.A...mdr rra.L - an .>•-3X1. C." R"d' Ib.. To Comb.l NW Eft I law". Inl.t :a TpH„V,3er (C..10, adb]) wN Camool Flod y ! neer rsldse IYM h AV31 chi. EM.m Pump BbNOIPmrp VsuX TANK DETAIL High Valley Farms, LLC. Dale: M0ndCnomdal. 33FourM.IDRive Raaf O 61623 /Se Highway 8621 Designed CBC �f��d O t� 970.309.5259 Basalt, Colorado 60 • W T • Checkatl By RHP y Pmjed Numtlec C1035 Drawn B :ANG Sheet d of d Pump Selection for a Pressuris System - Single Family Residence POject Parameters Discharge Assembly Size 1.25 inches Transport Length Before Valve 50 feet Transport Pipe Claw 40 gpm Transport Line Size 1.25 inches Distributing Va he Model 6402 Transport Velodry Before Valve Transport Length After Valve 13 feet Transport Pipe Claw 40 feet Transport Pipe Size 2.00 inches Max Elewbon Lift 5 feet Manifold Length 0 feet Manifold Pipe Gass 40 Manifold Pipe Size 1.25 inches Number of Laterals per Call 2 Lateral Length 92 feet Lateral Pipe Claw 40 Lateral Pipe Size 1.25 inches Orifice Sia 1/8 inches Orifice Spacing 4 feet Residual Head 5 feet Flow Meter None intlhes Add-on'Friction Losses 0 feet Calculations Minimum Flow Rate per Onfice 0.43 gpm Number of Orifices per Zone 24 feet Total Floc Rate per Zone 105 gpm Number of Laterals per Zone 1 feet % Flow Differential l sVLast Orifice 4.9 % Transport Velodry Before Valve 2.3 fps Transport Velocity After Valve 1.0 fps Frictional Head Losses Low through Discharge 0.8 feet Low in Transport Before Valve 0.8 feet Low through Valve 2.1 feet Loss in Transport after Valve 0.0 feet Low in Manifold 0.0 feet Low in Laterals 0.6 feet Low through Flowmeter 0.0 feet 'Add-on' Fncion Losses 0.0 feet Pioe Volumes Vol of Transport Line Before Valve 3.9 gals Vol of Transport Line After Valve 2.3 gals Vol of Manifold 0.0 gals Vol of Laterals per Zone 7.1 gals Total Vol Before Valve 3.9 gals Total Vol After Valve 9.4 gals Minimum Pump Requirements Design Flow Rate 10.5 gpm Total Dynamic Head 14.3 feet /-? Net Discharge (gpm) Purri PF3005 High Head Effluent Pump 30 GPM, 112HP 1151230 V 10 6017,2 001 3060Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 10 60H 2001460V 30 60K PF3010 High Head Effluent Pump 30 GPM, iHP 230V 10 60H 2001460V 30 60H PF3015 High Head Effluent Pump 30 GPM, 1-112HP 230V 10 60H 200230/450V 30 60H 0 :rid System Cunie. Pump Curve: Pump Opti mal Rangp— Operating Point(_ Design Poinh; 0 � tech HEPWORTH-PAWLAK GEOTECHNICAL September 16, 2013 CBO Inc. Attn: Carla Ostberg r, L 5020 C nmdy R, .,l 154 GL•..«"..I Spn"g..' C116,o, " 81601 Ph,,,,,: 970-94:-7988 N.: 970-916-84:4 r"'.0 I. pgcou. 6pC.+•1oc 6.cam 33 Four Wheel Drive Road Carbondale, Colorado 81623 carla.ostbergAgmail.com Job No. 113 064U Subject: Laboratory Test Results, 24480 State Highway 82, 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 March 20, 2013. Results of the gradation analysis performed on the sample are presented on Figure 1. The USDA Soil Texture Classification is Gravelly Sandy Loam. If you have any questions or need further assistance, please call our office. Sincerely, HEPWOR . — PAWLAK GEOTECHNICAL, INC. Louis E. Eller LEE/ksw attachment Figure 1 — USDA Soil Texture Gradation Test Results Parher 303-841-7119 • Colorado Springs 719.633-5562 • Silvertl orae 970-468-1989 N