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HomeMy WebLinkAboutpitkin.eh.264308200001 (2015)(CDU)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. Permit #: 0010.2015.POWT ON*E WASTEWATER TREATMEI*YSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID #: 2643-082-00-001 Permit Issued: ®NEW []REPAIR ❑REMODEL/ADDITION []TANK ONLY []FIELD ONLY []AMENDMENT Owner(s): Bonnie Likover 2012 Trust Property Address: 188 Letey Lane Legal Description: Size of Lot 6.5 Acres Size of Building: ftz Sq. Ft. Detached Accessory Unit: ®YES ❑NO Size of Accessory 881 Sq. Ft. Designed By: All Service Septic Project #: C1091 Dated: Phone #: 970-309-5259 Mailing Address: 33 Four Wheel Drive Road 4111115 Fax #: Email Address: Carla.Ostbera(Mamail.com Perc Rate: .35 Profile Hole Depth: 8' Depth to Groundwater or y 8' Minimum Tank Capacity: 1000 gallons Minimum Absorption 857 ft2 Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system is designed to serve the new caretaker unit. It will consist of a 1000 gallon, 2 -compartment tank, with an effluent filter in the outlet tee. This will gravity flow to a distribution box which must be accessible from grade. The D -box will evenly distribute effluent to 3 gravelless chamber trenches, each consisting of 17 "quick -4" chambers. Observation ports must be installed at both ends of each trench, each trench must be separated with at least 6 feet of undisturbed soil. Tank risers must be accessible from grade. 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 manufacturers 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 propedy 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 ow to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will ire 1 y ear from the date of issuance unless construction on the system has commenced. An "as -built" dra*1197u e s bmitt and approved by EH beforepfinj approval of the system will be issued. Issued By: Date: Expires: ( C)r f" -�/ 2 -5 (is - It -4 0 9 i n5� a�` co,►nr�Ri� . /�o 2e o r Ili �-� er �'� q� le ArZ.c -3,b , 3 �Knclps ( Z w I�j a^A I w/l rj }O{a� Clnawubel S. KH V>, na ri c4ro� 0 • ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd • Aspen, CO •81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel to# (available from the Pitkin County Assessor's Office 970920-5160 1-445 - DSTL - 001 or at www.oitkinassessor.ora): 00 Purpose of Permit 9NEW [IREPAIR DUE TO FAILURE ElREMODEL/ADDITION ❑TANK ONLY ❑ FIELD ONLY m Cost of System Repair or Reodel/Addition (approximate): -49t 600-ou Fax Number: 70 51f Property Address: I YY Lt 7t ►,A-vt [o-t4Block: Filing: Subdivision: HtafaldDIMOfi '1tt jolter'% Lot Size (in acres): (0.1514 Sae of Building (square feet): 1 a.p. Property Ovmer(s)': �11caW.A. telt Email Address : / t T1,141"banlike swbsll. Bei' Owner's Mailing Address: City, State, Zip: 515 oIlir RD. DD47Dr+ 7k 7 Home Phone: Business Phone: ❑ SPRING ❑COMMUNITY/PUBLIC WATER SYSTEM h ti - 31036 -Wmacr rmormal= must oe provOW for fne owner wgning fors appinanon. Primary Contact Person/Applicant (if not owner): AVIV ItOW Company. CSI kf_TT/ ContacVApplicant Mailing Address: L D iL. HI tris Ayt. 0171 'm City, State, Zip: Aesic 60 Wil Cell Phone: i ll> 14 X Busi ess Phone: j0 Lf -►ILC' Fax Number: 70 51f Finail tlress: ryb&.k fyisif Building Permit # (If applicable): 067A. -Wis. 1XIII)IL Lot Size (in acres): (0.1514 Sae of Building (square feet): 1 a.p. Number of Potential Bedreoms: •� Detached Accessory Unit?YfS ❑ NO Size of Accessory Unit (square feet): xl s. Number of Potential Bedrooms In or Fixture Ust for the Accessory Unit: tAV14001 I KITS~ Water Source: ,+4 (p PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable) - Engineering Finn: Job Number: Alt SLAW* -k st mL. GI o9 Ally, Phone Number. Fax Number. 3eq . zo Mailing Address: State, Zip: 3S P0011. O tc a, v.Lrlt lto, ekRfeas,tl.q se rjj.-VS PLEASE READ BEFORE SIGNING: I certify that the above Information is complete and accurate and that 1 have provided complete and accurate Information in all of the documents included In my application package. I acknowledge that EHINR may revoke any permit I am Issued if my application is found to contain any Inaccurate, false, or misleading information. 1 understand that no construction may be undertaken on an OWTS until an OATS Construction Permit Is Issued. L(lrove;- 4A - Fee & Receipt #: 0 ALL A, 33 Foul Wheel Drive Rd Carbondale, to 81623neMM259 111111[ 110 " November 21. 2015 Dave Rybak dave(aDdavervbak.com Onsite Wastewater Treatment System (OWTS) Installation Observations 188 Letey Lane (Caretaker Dwelling Unit) Pitkin County, Colorado OWTS Construction Permit 0010.2015.POWT Dave, Project No. C1091 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) that will serve the caretaker dwelling unit (CDU) on July 27, 2015 for the subject property. Western Slope Excavating installed the system. The installation included a new 1000 -gallon, two-compartment Copeland Concrete septic tank with an effluent filter in the second compartment of the septic tank. This filter must be cleaned annually, or as needed. Effluent gravity flows to a distribution box, which is accessible from grade. Effluent is distributed to three gravelless chamber trenches, each with 14 'ARC ADS' chambers for a total of 630 square feet of infiltrative area. There were least 6 -feet of undisturbed soil between each trench. Inspection ports were installed at 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 &tA (a Carla Ostberg, MPH, REHS 3 Reviewed 0 0 View of CDU excavation, looking south Clean out on the south side of the CDU excavation Copeland Concrete septic tank I Distribution box Trenches N o to xo' III =PROPOSED B Scale: r =zo•=D• _ PLAN OD C.D.U. . . = ZONE EXIST11 G' FtVix � .;�,• 5 CE %7W6 - -- �. N WALK ' DIA SDR -35 SEWER LINE WITH DOUBLE -SWEEP CLEANOUT (MIN 2% SLOPE TO TAN 0-I%Q11 -GAL O 0 TWO -COM MENT, CONCR SEPTIC TANK WITH -/ „8$ A FILTER -7 E �EFFLUE 4•DIA DR-35SEWERLINE \ (MIN SLOPE TO D -BOX) \` TRIBUTION BOX TO GRADE D 4° DIA SDR -35 SEWER LINE SURI I (MIN 1% SLOPE TOTRENCH) �0 'ARC ADS' CHAMBER (51 TRENCHES. 14 CHAMBERS IN EACH TRENCH = 42 CHAMBERS = 630 SF o ❑A N39°17.507'/ 6°54.572' P QB N39°17. / W106°54.57T D ENDTAT BEINSGPIINNIECT1NON DF EACH TREND OW 0� ©N3 .496' / W106°54.563' 39°17.505' / W706°54.564' E N39'17.510'/W106°54.570' /11 DRAWNG Al �� 33 Four Wheel Drive Road Likover Residence Date i1121If5 Lr 81623 Mntl� F Phone 970.309.5259 RWnCountyCo�o DeslgnedBy:C8O record carie@ailservIcea.pdc.. Reviewed By: RHP LLL ttt Pmlecl Number: C1091 Drawn By: ANG Shoal 1 of 1 m 0 ALLFour ndale Drive Rd Cartandale, CO 81673 970-3095159 April 11, 2015 Dave Rybak dave(a)davervbak.com Subsurface Investigation and Onsite Wastewater Treatment System Design 2 -Bedroom Caretaker Dwelling Unit (CDU) 190 Letey Lane Pitkin County, Colorado Dave, Project No. C1091 ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located in Woody Creek, an area where OWTSs and wells are necessary. The legal description of the property is as follows: Subdivision: M/B WOODY CREEK Section: 5 Township: 9 Range: 85 Quarter: NW Section: 8 Township: 9 Range: 85 TR OF LAND SIT IN LOT 10 SEC 5 & LOT 3 SEC 8-9-85 BGNNG AT A PT ON THE SWLY ROW LINE OF THE D&RGW RR WH WITNESS COR TO SEC 4,5,8 & 9 BEARS N 86 DEG 30'E 3330.42 FT TH S 51 DEG 06' E 350.41 FT ALNG THE ROW LINE TH S 38 DEG 541W 849.89 FT TO THE CENTER OF THE ROARING FORK RIVER TH N 44 DEG 04'W 108.31 FT ALNG THE CENTER OF THE ROARING FORK RIVER TH N 33 DEG 48'W 254.40 FT ALNG CENTER OF THE ROARING FORK RIVER TH 38 DEG 54'E 760.97 FT TO POB EXCEPT A STRIP OF LAND BEING 25 FT IN WIDTH & AT ALL PTS PARALLEL WITH & ADJACENT TO THE SWLY ROW OF THE D&RGW RR FOR USE AS A ROW OVER ALNG & ACROSS PROPERTY INCLUDING WITHOUT WARRANTIES ALL RIGHT, TITLE & INTEREST IN & TO THE BED & BANK OF THE ROARING FORK RIVER. SITE CONDITIONS The property is currently developed with a main house and CDU, both served by an existing OWTS. The main house will remain and continue to be served by the existing OWTS, documented by Individual Sewage Disposal System (ISDS) Permit 94070. An OWTS Use Permit Inspection was conducted on May 29, 2013 and OWTS Use Permit 0023.2013.powu was issued June 3, 2013. The existing CDU will be removed and a new, 2 -bedroom CDU is proposed. The proposed CDU will be served by a new OWTS. The proposed soil treatment area (STA) is in an irrigated yard area. The area slopes slightly to the west toward the Roaring Fork River. The proposed CDU will be served by a private well. There are two wells on the property, both greater than 100 -feet from the proposed STA. 0 0 Page SUBSURFACE The subsurface was investigated on April 7, 2015 by digging three soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in the Test Pit #1 consisted of medium brown, moist, clay loam to 6 -feet, underlain by medium to reddish brown, moist, sandy clay loam with pit run material consisting of 2 to 4 - inch diameter cobbles, with some cobbles up to 1 -foot in diameter to a maximum depth explored of 8.0 - feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of medium brown, moist, clay loam to 3 -feet, underlain by medium to reddish brown, moist, sandy clay loam with pit run material consisting of 2 to 4 - inch diameter cobbles to a maximum depth explored of 8.0 -feet. No bedrock or groundwater was encountered. The materials encountered in the Test Pit #3 were consistent with those encountered in Test Pit #2. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 3 -feet. The soil formed a ball and a ribbon 1 to 2 -inches in length before breaking. The texture was both gritty and smooth. Soil structure shape was blocky, soil structure grade was moderate to strong, and consistence was friable. Given the varying depth of sandy clay loam with pit run material, we are sizing the STA on the more conservative soil type, Soil Type 3, Clay Loam with blocky structure and medium to strong structure grade. 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. Soil Test Pit Excavations observed on Aoril 7. 2015 Test Pit #1 ' Cada Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. 0 0 Page 3 Test Pit #2 Test Pit #3 61 Lh DESIGN SPECIFICATIONS The OWTS design is based on 2 -bedrooms. A design flow of 300 GPD will be used. Design Calculations: 2 bedrooms x 75 gallons/person/day x 2 people/bedroom = 300 gallons/day Septic Tank Capacity = 300 gallons/day x 48 hour retention time = min. 1000 gallons STA Calculations = 300 gallons/day / 0.35 SF/gallon (Clay Loam Soil Type 3) = 857 SF Gravity Trenches 857 SF x 1.0 = 857 SF Chambers 857 x 0.7 = 600 SF 600 SF / 12 SF/chamber = minimum 50'Quick 4' Infiltrator® chambers The installation must include a 1000 -gallon, two-compartment septic tank with an effluent filter on the outlet tee, followed by a distribution box, accessible from grade. Effluent will Flow to three gravelless chamber trenches, each with 17 'Quick 4' Infiltrator® chambers in each trench. There must be at least 6 -feet of undisturbed soil between each trench. Inspection ports must be installed at the beginning and end of each trench and may be cut to grade and covered with a sprinkler box. Page 4 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 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 STAs, and any other components needing maintenance. Geo -fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STA. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the 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. IU 0 0 Page 5 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 &Xh Ca as-tl-u"S Carla Ostberg, MPH, REHS Reviewed By: Richard H. Petz, 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. N Scale: Not to Scale / MMNG tI M5RV5 % 10 W.. l � � o.w.T.s r, rcnre[F 1 M WELL e.M ME NST. TON.ss.. i' UL. 4S^w1 i e is -cu. iwfx 0 /�I II I I I I DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN SITE PLAN LETTER DATED 4/11/15 •a f A L 33 Four Wheel Drive Road Residence Likov190 Date: 04/11/15 Carbondale, Colorado 81623 0 Lete y Lane Designed By: CBO `n' O Phone 970.309.5259 Pitkin County, Colorado V V fi 11111caria@allserviceseptic.com h Reviewed By: RHP Project Number. C1091 Drawn By: ANG Sheet 1 of 6 C.D.U. IM LE LANE WOODY CREEK, CO UALIM PERNR APML 14, 7015 IL. FLOOR PLAN, RCP Et POWER PLAN uui. As indicated Slll[i: 12.1 EXISTING FLAGSTONE TERRACE -7186 -T-718 WALK 4' DIA SDR -35 SEWER LINE WITH DOUBLE -SWEEP CLEANOUT , (MIN 2% SLOPE TO TANK) 1000 -GALLON, TWO-COMPP hTMENT, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER 4"DIA SEWER LINE (MIN /a $LOPE TO D -BOX) P-3 DISTRIBUTION BOX TO GRADE 4" DIA SDR -35 SEWER LINE (MIN 1 % SLOPE TOTRENCH) 'QUICK -4' CHAMBER TRENCHES. 17 CHAMBERS IN EACH TRENCH = 51 CHAMBERS = 612 SF INSPECTION POqf AT BEGINNING,AND END OF EACH I r 1_PROPOSED OWTS� LI � 33 Four Wheel Drive Road Likover Residence Date: 04/11/15 ALLi _ Carbondale, Colorado 81623 190 Letey Lane W2.0 Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO carla@allservicesepdc.com SERVICE Reviewed By: RHP Project Number. C1091 Drawn By: ANG Sheet 2 of 6 DESIGN 2 -BEDROOM CDU (75 GAUPERSON/DAY x 2 PERSONS/BEDROOM x 2 BEDROOMS) WASTEWATER FLOW = 300 GALLONS TANK: 300 x 48 HOUR RETENTION TIME = MIN. 1000 GALLONS USE 1000 -GALLON, TWO-COMPARTMENT TANK SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.35 GAU SQ FT CALCULATED STA = Q/LTAR = 300 / 0.35 = 857 SF GRAVITY, TRENCHES = 857 SF X 1.0 = 857 SF CHAMBERS = 857 SF X 0.7 = 600 SF / 12 SF / CHAMBER = 50 CHAMBERS THREE GRAVELLESS CHAMBER TRENCHES 17'QUICK 4' CHAMBERS IN EACH TRENCH TOTAL 51 'QUICK 4' CHAMBERS BOX AND COVER BROUGHT TO GRADE CONCRETE LID —\ FINSHED GRADE RISER — �*"* mm OUTLETS I BAFFLE OR DISTRIBUTION BOX ANGLED PIPE TO BE USED AT INLET DISTRIBUTION BOX SLIP-ON PVC CAP DO NOT GLUE INSULATED C( TRACER WIRE 4" DIA SDR -35 SEWER LINE K4 TO TANK FINISHED GRADE TO HOUSE r-7\ CLEANOUT DETAIL 4" PVC OBERVATION PIPE . Ujp SII �i� i� �M� �^ - - =I / LINES TO ENTER AND EXIT IN TOP PORT OF CHAMBER END PLATE @ CHAMBER DETAILS tsar l4 \ INSPECTION PORT DETAIL NOT M ma COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4" PVC PIPE CUT TO FIT CHAMBER END PLS ALL SPRINKLER VALVE SLIP-ON PVC CAP BOX AT GRADE DO NOT GLUE FINISHED GRADE 4" DIA SDR -35 �_- -_ INSPECTION PIPE �/�� 3.O rr 1/4" DIA HOLE DRILLED rr Phone 970.309.5259 INTO TWO SIDES OF PIPE Designed By: CBO FOR VENTILATION STA FILTER (BELOW SLIP ON CAP) MEDIA l4 \ INSPECTION PORT DETAIL NOT M ma COMPACT SOIL BASE TO SUPPORT BOX USE HOLE SAW TO CUT THRU TOP OF END PLATE SMALL VALVE COVER BOX OR IRRIGATION VALVE BOX AT GRADE ATTACH CAP OR THREADED CLEANOUT ASSEMBLY 4" PVC PIPE CUT TO FIT CHAMBER END PLS ALL 33 Four Wheel Drive Road Likover Residence Date: 04/11/15 Carbondale, Colorado 81623 190 Letey Lane �/�� 3.O rr rr Phone 970.309.5259 Pitkin County, Colorado Designed By: CBO V Y SERVICE calla@allserviceseptic.com Reviewed By: RHP Project Number. C1091 Drawn By: ANG Sheet 3 of 6 INFILTRATOR END PLATE INSPECTION PORT CHAMBER TRENCH CROSS SECTION - TYP. 4' rtax L UN L SII OIL 6 LIMIT OF EXCAVATION SCARIFY SURFACE @ TRENCH DETAIL PLAN VIEW - TYP. 17 CHAMBERS PER TRENCH 4• PVC OBERVATION PIPE 2in GRAVELLESS'QUICK-4' CHAMBER (4'x 31) GRAVELLESS'QUICK-4 CHAMBER (4• x 3') TRENCH PLAN —mr,au QP ALL33 Four Wheel Drive Road Carbondale, Colorado 81623 SERVICE h I Phone 970.309.5259 caria@allservicesepdc.com 6' min Item 0 10W-2CP Top View Section View 0 1000 Gallon Top Seam Two Compartment 11'— Hole Lid &Me" ti L� Ir I 10(r Dlgging Space `Meets ASTM C-1227 spec 1r Longa wide W below Inlet invert 4- DIA EFFLUENT PIPE Including C-1644-06 for reslllent FROM SEPTIC TANK connectors _ 6000 psi concrete DISTRIBUTION • Delivered complete with internal piping eox • PVC, poly or concrete risers available Tank • Option of pump or siphon installed PIPES PLACED IN 8,380 The TOP PORT OF CHAMBER END &TANK DETAIL PLATES or To scua Rubber Want Imat of UNN 1pM Inlet Outlet Length Wko HoWlit 56- 630 111- W or Inlet Slde outlet sae Total 687 gallons 323 gallons 1,010 gel" Not Weight Lid Tank Total 2,620 Iba 8,380 The 12,000 to P.O. Bot9 lA �tlr (71 g) 366.6764 29006 OD. Fid 317 25 %FO -ALL ►Y . Pmducts System Foe (719) � 8 V111111111116 0081211 MWAST, Inc. • 3eMce Wsbeft- Enwill: Irlsome www.velleypreoastogn Likover Residence 190 Letey Lane Pitkin County, Colorado Project Number: C1091 Dale: 04/11/15 Designed By: C Reviewed By: F Drawn By: ANG W4.0 4of6 Residential Biotube° Effluent Filters Applications Our patented' 4 -in. (100•mm) Biotube F1Buenr Filters, Biorube Jr, Biombe Insert filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime verrenry. They prevenr large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfrelds. 444, (100-rmn) Biotube lowxtMw 1• I 1 (44n. Biotube rasx)fdgr aueil- able sepamtrly err lMmRiker) 6 -ix. (203 -mm) Base Ixfee Rker 4 -ix. (/0.7 -mm) Insert R1ter Orenais supmcor t, f�lwnt ftltm re" rkggt'ng bear than aff odwr betndt ow stan- dese(, fiulLaaed 444. 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On Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts in any Imes longer between clean- ings, increasing homeowner satisfacton • Installsinmin- u111s inside new or amsimg tanks, extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simplyhosing off whenever the rank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainteld life • Corrosion -proof construction, to ensure long life • bleime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank between the scum and sludge layers, horizontally enters the Biotube Effluent Filter Effluent then enters the annular space between the housing and the Biotubes, utilizing rheBioubes entre surface for filtering Particles larger than the Bioube s mesh are prevented from leaving the tank Nomenclatures 4 -in. Biotube Filter Istanclard Ft ❑o4nn-n❑n I Poeua. 9aA = rW rgtvs M =flue maWlaompaelmramd a =flaal besNe atmdW Cattpe reg- 2a'en 36'aesrmdaa HKON WiL 36' and 44' are martmla I Root danemr(to" W=Ami :txM Good plea S=flm adi40 Anel *0 emm . 1!6'aterm P = Il la'Ileatim DroBe eauen rimy wawa 8'in. Biotube Filter (bese"at moden Fi❑0622-14B= A m� brtbadml FS = 2'outla adM F50. ?'aa,�onae case aaM pep' Batt imel mats cemdps .94 t4"snrdad fit.2'. snook Dear ire' 51rersn P . 1116' NeeGo Daeae eaves filmy sem 'tm aedaNexim capn6 and amaeasa'gt' R -0%T --AW 4 -in. Biotube Jr. (includes cartridge and housing) FfJ❑❑04160 �mrs: Dark = now o M .lea Monsoon prem inmlatl A = loeltraokelaaaeed Umkae nada fndw) rite dampeORno W it Tes 3034 rile ea S flm Sthono40coli Dara = Willoolon p = 1n6-11"oun J1111or reties Min olf p him MM 4 -in. Biotube 4 -in. Biotube Jr. Effluent Filter - Extendiblr Stainless at Top s Air Biotubea 1 Soler Filter 4 -in. Biotube Filter Insert (cartridge «Aye 11 ��. Fr 1 ❑04 18 _❑_0 l,—oub isd=eRgdq Distributed By: W = as Tipe 3031 now ere S 4&fadle 46 wap ere OIMKY tlyslems t arpilp nydeaii rcp'y_aa1cJ firer dalhaM pntraq chutmg,nr Wo,n:. bad t9"Iloatlon '.ear!/.Lk. iT.;yetAaur P 1AVNeem WWM.a1aMO.OM1 m6pl DmLe eduen almrmwt �1 EFFLUENT FILTER DETAILS l NOT TO SCALE ALL33 Four Wheel Drive Road Likover Residence Date: 04/11/15 Carbondale, Colorado 81623 Srnt'Inr I N Phone 970.309.5259 IFIpIV 10'lF carla@allserviceseptic.com 190 Letey Lane Pitkin County, Colorado Project Number: C1091 Designed By: CBO Reviewed By: RHP Drawn By: ANG W5.0 Sheet 5 of 6 SOIL PROFILE TEST PIT NO. 1 rk 1 MEDIUM BROWN, MOIST CLAY LOAM 2 3 L-4 w u - F 5 a w 6 MEDIUM BROWN TO REDDISH BROWN, 7 MOIST SANDY CLAY LOAM (PIT RUN WITH 2" TO 12' DIAMETER 8 COBBLES) 0 10 NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION SOIL PROFILE TEST PIT NO.2 MEDIUM BROWN, MOIST CLAY LOAM MEDIUM BROWN TO REDDISH BROWN, MOIST SANDY CLAY LOAM (PIT RUN WITH 2" TO 4" DIAMETER COBBLES) r l SOILS LOGS SOIL PROFILE TEST PIT NO. 3 MEDIUM BROWN, MOIST CLAY LOAM LEGEND sandy Ir I clay laom clay loam MEDIUM BROWN TO REDDISH BROWN, MOIST SANDY CLAY LOAM (PIT RUN WITH 2" TO 4" DIAMETER COBBLES) 33 Four Wheel Drive Road Likover Residence Date: 04/11/15 p'f ALL Carbondale, Colorado 81623 190 Letey Lane Designed By: CBO W6, O SfBV�Cf carla@a (service ePhone ptic.com Pitkin County, Colorado Reviewed By: RHP II OOOOLLLL Project Number. C1091 Drawn By: ANG Sheet 6 of 6 • pp O \ t \ I \ \\ m �,.m.r•. HOUSE DETAIL SCALE: 1-30' iG 0 P IMPROVEMENT SURVEY A TRACT OF LAND SITUATED IN LOT 10, SECTION 5, AND LOT 3 SECTION 8, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO r�A�SA.Woeui om°v4 / y� ® t�IPO• / m / � o lar �m mWrvmm. 129 9R66T RIPjumsso cuaWlur L\ R.41 I, Rcdv —m— oe,T.a lmque 040 i / LLMC ° QP ✓ aeW / A \ \ - Y49YY rr \ ♦� '� � 3• urkmm'riD4Mr 6.696 AAs s A/ ♦� ' m m i \ w.rmrrrrD�r ® N m rmu D.ye� � o lar m mWrvmm. 129 9R66T RIPjumsso cuaWlur L\ ,Ar.mW.emerrr.rr I, Rcdv —m— oe,T.a lmque 7 / / 2aV momA �n °J / A$40 O /C.,f9 A A120 wPq scewaArvra, rrm.a rommmr.vmy eer u.mo em ®xm.»we+mm+w smArwlaorrannmm®m)m®rorn)uvnmuewwnalmry Wrl�rmmcme 1m�®n4A /Ip/ V Ym10W!•A�LIRtwAb'fOl.m.nmr >evaleamn mwlmal>�omu+mD a•1•s+rvmDnavroea�A>sDum�mea sbane+eaJl AsnAua v�oAvaaromaame >�smrDmseomAm mmsosalsolmaaa ssaDseD can av m Is9a"Aamaa Y�1)"Q �)OfaD ANW6MD a1RNAID(fOI fA�Ot=.AIAOmAM.f® AODIA • w.rmrrrrD�r ® N m rmu D.ye� � o lar m mWrvmm. 129 9R66T RIPjumsso cuaWlur L\ ,Ar.mW.emerrr.rr I, Rcdv —m— oe,T.a lmque ��"mD�mwurow•v. uc acmDnea.msum smrrxwAaA® r�.a mnu DAA VICINITY MAP SCALE: 1 e=2000' ,N07WI.a.DmAroDmm� it almeosmA®ro.mrmammnrm>x,rmxmmv�)®gwar®.ewima.us, rn�mle'Iwu Amwnl.AmDmcmmlv>smmw®loon®stwmaumuru nwoxm•m>asoa a Yem.WnrvsrDaammrAumvnrsramrP u�nAnmremvmmaAo ADLR'Y4.MSa IY�IM®AIW lxilx mA'rm•WI"�A®wrlGRiaRllpm/mwd a >In.amrrtsern>re�,rw Ausuwnn•nvu•mn,v. an.lm ruenmomum wnmmm•mrouowammlcmxMmcmaano) AIR A, Ir9. r� Dnronnmamatrona oAo"mmamrlvuonvmonwr: .rz�lvr¢ arnaev)ummmrnmA)awrtaroA�>onmwsADmu au cavort mt rPor lran�m, asozsq rnual. munuum,crDesq . L47/1[V IR lo: au�IAmAYIRWA)lmlm®Aml1'x]i IM Iflml.l6 �mgWl �n rQy' /MIaA 12lAO1MlAml$El1RWAYNrtM 'IH.V. AAIY®IRmmAHDgI� BlY ]OO. rAOr]fm. RrArI�JIJ RCYRIWIIP IS mII21TMY1•IRAORYtlWt ®Zdm. P.10 Y/. m�TAIrR mmmLTMV� x¢CIRIWml1AArYA3 WA)DUI1q HL1]fmp, ➢AO[vM p1Wl,m®I j x(fYIDW AA 16:1mVA]I WA)16111[i HSC I6q MH I16 pp WrmmOl SURD, m i � JOB N0: 190/8 DATE: 9/10/NI 129 9R66T RIPjumsso DNC BY: SXB PARCEL I.D.: 2643-082-00-001 9?5-9911 r \ R8'V: 7 21 IMPROVEMENT SURVEY AIDACTNN1ro AlVA]m AILITl0.lIDClElD; A101dIJ1SCTIDDA RIIM1'1O@D eOfR!(FA60Dtl ifA90P]HD D}HPY 0{ cocanaPPnsu mAaa_—_� isou+sr>:w