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Home My WebLink Aboutpitkin.eh.264326300004 (2012)Permit #: 009.2012.powt ONSITE WASTEWATER TREATMEN f SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID #: 2643-,4'f-00 Permit Issued: ❑NEW ®REPAIR ❑REMODEL/ADDITION []TANK ONLY []FIELD ONLY ❑AMENDMENT Owner(s): McLain Flats Holdi Property Address: 251 White Horse Springs Legal Description: Size of Lot: 6 Size of Building: Acres Detached Accessory Unit: ❑YES ®NO Sq. Ft. Size of Accessory Unit: The system is designed for: System is designed for 3 bedrooms Designed By: All Service Septic Project #: Phone #: 970-618-5033 Mailing Address: Fax #: 303-216-2796 Email Address: 1949 Dated Sq. Ft. 3/24/12 PO Box 2844 Glenwood Springs TPetzl 2comcast.net Perc Rate: 46 mpi Profile Hole Depth: 8" Depth to Groundwater or Bedrock: Greater than 8' Minimum Tank Capacity: 844 gallons Minimum Absorption Area: 898 sq ft w 30% reduction Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is to replace the collapsed metal tank installed in 1974 with an approved new 1250 gallon 2 compartment tank. The tank will be placed outside of the retaining wall area so it does not affect the wall. The tank will have inlet and outlet tees with at least 1" of space between the top of the tee and tank, and an effluent filter will be installed at the outlet of the tank. Upon excavation of the old tank, it was found that the field was not functioning as designed either and needed to be replaced. A distribution box will be installed level to equally distribute effluent to each trench. The field will be replaced with 4 "Arc -36" chambers trenches, each 20 units long, for a total of 80. There must be at least 6 feet of undisturbed soil between the trenches. Observation ports will be installed at the end of each trench. 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. 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: Bryan Daugherty Date: 5/2/12 Expires: 5/2/13 j' -A License #: Reactivation Authorized by: Dater , New Expiration Date: ❑ fimrw 1 NSITE WASTEWATER TREATMEK SYSTEM (OWTS) CEIH/NFRO CONSTRUCTION PERMIT APPLICATION 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 970-920-5160 or at ) Purpose of Permit: ❑ NEW �9REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION JZTANK ONLY ❑FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Cqcq 0 Property Address: 25-1 �,,A"4 /%,-sc S nh s .fin Lot: Block: Filing: Subdivision: Property Owner(s)': 1 F P91 j/�� CF /iiirr ' _% Is Ik le rkA Email Address: C (J/ , `ctil •' C' c✓G4 L`' OLS C . p/<4 Owner's Mailing Address: City, State, Zip: 2, ! i4A,' /14, r;',- S r s Lr e " Home Phone: Busfness Phone: i)o--379 -G37/ u 'Contact information must be provided for the owner signing this application. Primary Contact P rson/Applicant (if not owner): Company: /% / _ �i2C uN.rit ' G�/�c/l L�,r'��cer ContactlApplican Mai ing Address: `12- City, State, Zip: -ez, 10 ye/2 x %I Cell Phone:siness c' " 7q X 553 Phone: q�? ` Fax Number: `l�3 ' 6/70 Email Address: % cork cis . ✓I/e I 0 ,, ,.t Building Permit # (if applicable): Lot Size (in acres): Size of Building (square feet): Number of Potential//Bedr�°Mms: Jc cV'C 6i u Detached Accessory Unit? ❑ YES O Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: [3j PRIVATE WELL ❑ SURFACE WATER ❑ SPRING COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): in Engineering Firm: Job Number: Phone Number: Fax Number: Mailing Add re s: City, te, Zip: 1 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 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 an OWTS until an OWTS Construction Permit is issued. S _rk, �" PO Box 2844 Glenwood Spdngs, CO 81602 Ph970-61&5033 Fax 303-216.2796 August 26, 2012 Castle Creek Construction Attn: Ralph Gunning PO Box 11912 Aspen, CO 81612 Installation Observations 251 White Horse Springs Lane Pitkin County, Colorado OWTS Construction Permit 009.2012.powt Ralph, Project No. 1949 ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on May 30 and August 7, 2012 for the subject property. The installation included a new 1250 -gallon, two-compartment septic tank with an effluent filter. A distribution box distributes effluent to four gravelless chamber trenches. Each trench consists of 18 ARC 36 chambers per row, for a total of 72 chambers, or 888 SF of infiltrative area. The distribution box is not to grade; however, measurements were triangulated from the corners of the house and are noted on the record drawing. 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. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. Any additional OWTS construction must be according to the 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 Reviewed Richard H Carla Ostberg, MPH, REHS Clean -outs installed before the tank. Distribution box D -box plumbed Field area being re -vegetated Observation ports Observation ports -----------------------��` ® I I I I I I I I I I I I I I I I 3 -BEDROOM 5 25 7 RESIDENCE I I 00 I I I ❑ I PERC TION AND ❑ PROFILE H I I I I I I I I I I I i I I I I ------------------------ .010/ P.O. Box 2844 Glenwood Springs, Colorado Bt602 251 White Horse Springs Record SfVI ' S Phone 970 618.5033 Pitkin County, Colorado p tY C`4 Fax 303.216.2796 I' Project Number. 1949 1 llnal tlrawin Pitkin Country Environmental Health Department Contact Log Sheet Name: Parcel fD#: Address: Date.- P_erson S 9ken To Comments / Action to be Taken initials Time S + ^ (Z O , r " W29 t?- U��X. Sioa2 e G�fl �3 - 0>fr 0. kA April 27`h 2012 PO Box 2844 Glenwood Springs, CO 81602 Ph 970618.5033 Fax 303-216.2796 Castle Creek Construction Attn: Ralph Gunning PO Box 11912 Aspen, CO 81612 Septic Tank Replacement Design Letter 251 White Horse Springs Lane Pitkin County, Colorado Ralph, C Project No. 1949 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Aspen, in an area where OWTS and wells are necessary. SITE CONDITIONS A single-family residence presently exists and is utilizing an OWTS. The current drain field and tank must be abandoned and are failing. A 3 -bedroom residence having less than 6000 SF exists. The proposed drain field area slopes 8% to the east, and vegetation consists of a moderate cover of grasses with sparse trees. The property is served by a well located 100+ feet to the northeast of the residence. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 1 -foot of a clayey root zone, underlain by sandy clay to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 10 to 14 minutes per inch (MPI). An 11 MPI rate will be used to design the OWTS. DESIGN SPECIFICATIONS The OWTS design is based on 3 -bedrooms and an average sewage load of 450 GPD. The installation must include a 1250 -gallon, two-compartment, septic tank, to be followed by a gravelless chamber drain field as indicated. An effluent filter must be placed in the septic tank. Four gravelless chamber trenches, using `Quick -4' InfiltratorTM chambers, must be installed as indicated. Each trench may have 1 row of 23 chambers, for a total of 908 square feet (SF) of infiltrative area. A total of 92 chambers are required. A concrete distribution box with a baffle must be installed. Subsurface Investigation and OWTS Design Project No. 1949 4/27/12 Page 2 Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. 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 drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. 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 OWS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES NO staging of materials, or heavy machinery over the drain field area prior to construction. Excavation equipment must not drive in excavation of drain field during construction due to the potential to compact soil. 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. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of chambers and distribution pipes. 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. r-► LIMITS: Subsurface Investigation and OWTS Design Project No. 1949 4/27/12 Page 3 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 OWS construction must be according to the county regulations. Requirements not specified in this report must follow 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 Timothy R. Petz 3 copies Reviewed By: Richard H. DESIGN FINISHED GRADE 3 -BEDROOM RESIDENCE LOADING = q = 450 GALLONS PER DAY CALCULATED AREA = ((1.5 X q x sqrt 30 / 5 = 739 X 1.4 =1035 SF REDUCTION 30% - CHAMBERS = 724 SF PROPOSED AREA = 742 SEWER QUICK - 4' CHAMBERS (9.87 SF PER CHAMBER) = 75 LINE -4" SCHEDULE 40 P.V.C. TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS LENGTH OF'QUICK-4' TRENCHES = 60 FEET =15 CHAMBERS TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 75 TOTAL NEW INFILTRATIVE AREA = 742 SF F 3.0' MAX t DRAIN FIELD CROSS SECTION -TYP. SLIP-ON PVC CAP DO NOT GLUE EFFLUENT -LINE -4" SCHEDULE 40 OR 4" INSULATED SDR 35 COPPER TRACER rP.V.C. WIRE MAY BE / INSTALLED TO LOCATE LINE IN FUTURE SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL 4" PVC OBERVATION PIPE LIMIT OF N i I I EXCAVATION M S 2.0'MIN - A SCARIFY SURFACE PRIOR TO PLACEMENT OF CHAMBERS PIPES TO ENTER AND EXIT II TOP PORT OF CHAMBER ENi PLATE INFILTRATOR J END PLATE INFILTRATOR(R) QUICK4(TM) CUT SHEET 4" PVC OBERVATION PIPE—'H 112 r"JL&a ♦�.�. " _ SERIAL • • PLAN VIEW - TYP. PLACED IN •• ••• 1. ,., ...__ ... ......... _ i REPLACE EXISTING Ff P.O. Box 2844 OWS OPTION j l Glenwood Springs, Colorado 81602 Pitkin County Phone 970.618.5033 251 White Horse Springs W2 Iffaw Fax 303.216.2796 Lane Project Number: 1949 kb.-. 0 R ; LL 2 @ § is �k k} § )� � «#» } C5 � _ri ; (! (! ! ec . , (/ o ��■ !�||r ■ \| (|; W PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1949 PROFILE PIT Date of Test: 4-25-12 0 - 1' Topsoil, Root Zone, Sandy 1'- 8' Clay Sandy, med Stiff, moist, Rock Fragments, Moist, Red/Brown Colluvium Nn Groundwater or Bedrock was Encountered Hole Hole Interval No. Depth (in.) (min.) Measurement at Start of Interval in. Measurement at End of Interval in. Change (in.) Percolation Rate (min./in.) MPI 1 29 20 10.25 11.75 1.50 20 11.75 13.50 1.75 20 13.50 14.50 1.00 20 14.50 15.75 1.25 20 15.75 16.00 0.25 80 20 16.00 16.50 0.50 2 31 20 4.00 6.00 2.00 20 6.00 7.75 1.75 20 7.75 9.00 1.25 20 9.00 10.50 1.50 20 10.50 12.00 1.50 20 12.00 13.00 1.00 20 3 38 20 7.00 8.50 1.50 20 8.50 9.50 1.00 20 9.50 10.75 1.25 20 10.75 11.25 0.50 40 20 7.25 8.75 1.50 20 .8.75 9.50 0.75 iiHit fI. e 9ob20o 81602 I Pkkln PMn]0.6185033 County, Colorado ,nom} Fax 303.216.2196 Pmjmt Nur. Zer. 1949 W1.0 Sheet i of 2 OWTS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd or 100 gpd) 75 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit 3 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 450 State Review Required? no Perc Rate 43; (1) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 675 Minimum tank capacity 844 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 1,239 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 885 sq. ft. of absorption area required Abs. Area w/ loading factor (1325) Trench Bed Quick# Trench Quick4 Bed Pipe and Gravel (-10%) 1115 no red. 1239 113 126 Dosing (-20%) 991 (-20%) 991 100 100 Chambers (-30%) 868 (-10%) 1115 88 113 Max Allowable -50% 620 (-30%) 868 63 88 Secondary Treatment Abs Area w/ out loading factor (1328) Trench Bed Pipe and Gravel (-10%) 797 no red. M5- 81 90 Dosing (-20%) 708 (-20%) 9W 72 72 Chambers (-30%) 620 (-10%) 797 63 81 Max Allowable (-50%) 443(-30%) 620 45 63 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = Lot .9 F Roadway Easement GRAPHIC SCALE 1 �n evr fw ,V,Clain F*ts 1loldin91 Activity envelope, Site Plan Lot ;; dock 2, While Horse Springs Couxity of Pitkin, State of Colorado _ # TOTTL6 S'UR/'Bi7NG S6RY/C65' 0.251 ,hi to f}orse Springs Lane 72781a Avenue 0/— Id SP -9s, COIWIde 81601 r.�2oo7�Iogo,bnp A1cClain Flats Holdin s Actz'vit envelo e, Site Plan 7�oe/o9 e976)'928- (FAX 917-9007) 9 ?1 p Aspeyy Colorado 81601 1 •" ••"`" ,wear:.-�:_Gwn or nxnwro, , Ldp 1 Q nwKwmr rrw•r a:-ru ryes,) .Mc°raG r/yea )Si -JW (H° N°fM�ngJ nwrcafer rigger MS -w5,{ (r.nuJ y- v ,r G.. �,., °,wn „wwr .fn rwmn�n G„> � ;;dM ,d•,°.° wl �. rue.�'f GrWatY urny •°cw./ Grw.n9r ko-n ra rr ;+'rM nr DY fna � p roy rsmm. omnYy o• rorM ru,Gb,•rf Guma.nenr°M / fMa wr•. e .'° r A- /r carom rmenf w roweW of n r m p.°.-fr •r r,�,Kf'r. °oP�� ro,..".nfr �. .8 H _ �•y P'�0.'!Y wpn f i rNnlr of .oY m % u rGWrsmm/r fM y y�� seta Os of Mr G•Ikn CamlY Ch'I a 0 Hrcw'Crr ``� Mrpeou.aesr^°^vwlM IO/ fo aw�M .Yivy iY ✓� °Oue.r..r.. ..s eY. °� runic d�L" � ��¢�Acknyledgmen! 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