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Home My WebLink Aboutpitkin.eh.246514101007 (2014)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes 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. rruvR Permit #: 0048.2014.powt ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID #: 2465-141-01-007 Permit Issued: []NEW CDU NREPAIR ❑REMODEL/ADDITION []TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Vanesa Schmidt Property Address: 391 Horseshoe Dr Legal Description: Size of Lot: 2.44 Acres Size of Building: 2220 Sq. Ft. This system is designed fora -3-be- dr Detached Accessory Unit: Size of Accessory Unit: _ n residence Designed By: N/A Project #: Phone #: Fax #: Perc Rate: 0.8 LTAR Minimum Tank Capacity: 1000 Mailing Address: Email Address: OYES NNO Dated: Sq. Ft. Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: ➢ 8 ft tllons Minimum Absorption Area: 433 ft' Trenches; 476 ft' Bed 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 repair/replacement of a failed OWTS. The new system shall consist of a minimum 1,000 -gallon 2 - compartment septic tank with an effluent filter installed in the second compartment. Effluent will flow, via gravity to a soil treatment area with a minimum of 40 quick -4 chambers in a bed configuration or 36 quick -4 chambers in a bed configuration. The tank shall be a minimum of 5 feet to any occupied structure, 50 feet to any unlined irrigation ditch (10 feet if the irrigation ditch is lined). The soil treatment area shall be a minimum of 50 feet to any unlined irrigation ditch, 10 feet to the property line, and 100 feet to any well. 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 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: ion5/14 Expires: 10/15/15 0648.2o1L(, 1powT O ONSITE WASTEWATER TREATMEN r SYSTEM (OWTS) vR 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 www.pitkinass nisor.oro): _ D - r'1 O ON Purpose of Permit ��r� fy.nEW ❑REPAIR DUE TO FAILURE ❑ REMODEL/ADDiTION ❑TANK ONLY ❑FIELD ONLY Cost of System Repair or Remodel/Addibon (approximate). Cell Phone: I� A^ J —` 0j' —1 Property Address. Fax Number: n, ` Cii c<' 5�- Lot Block: 14 Filing: u ivisio � iv;Si oh Property Owner(s)' Vale Emil Add Email Owner's Mailing Address- ) r,O �1 City, S te, Zip S 1d ^ �� Home Phone: O `.� l) Business Phone: ct wrnwr nmm�murnr nmar uc yrovroeu mr uro owner srgnnry ons appucabon. Primary Co Pe o Applicant (if n r): M Company McJ �_XGQU0.�)Oh LL ContacUA lipnt Maili Address . Ci. w qr� au � ity, State. Zin: C1, lA' J 3103 Cell Phone: I� A^ J —` 0j' —1 0 Business Phone: I ' jo /r ��f'� � 103 Fax Number: n, ` Ot � D( Email Address. ID f Oi( (Q- (,,t ��uL . pe+ fuilding Permit # (if applicable): of Size (in acres): A, C+4 iize of Building (square feet). d' �, , Number of Potential Bedrooms: azr U CQ alb. letached Accessory Unit? El YES r'9 N0 ,Nr/' Size of Accessory Unit (square feet) lumber of Potential Bedrooms In or Fixture List for the Accessory Unit Vater Source: , {,/' ❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ,F'tJ COMMUNITY/PUBLIC WATER SYSTEM lame of Community/Public Water System (if applicable). � K wa.��u. CtS3ocia4to�1 ngineering Firm: Job Number: Phone Number. Fax Number tailing Address: City, State, Zip: 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 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. Owner Signature (Required). — _ Date: Applicant Signature: Date: /�. ci - OFFICE USE, _ ✓ll OI-`�'t Received by EN/HR Staff- Fee & Receipt 7r': Date: G:\OWTS March 8, 2008 NEW REGS ce-mm Forms OWTS Const Forms construction permit appicaon.xs Urr. 1 ALL 33 Four wheel Drive Rd Carbondale, 9 81623 h'' " 970-309-5759 SfRYISf September 17, 2014 Nelson Owen nelsonolumbing Ccasopris. net Subsurface Investigation 391 Horseshoe Drive Pitkin County, Colorado Nelson, Project No. C1096 ALL SERVICE septic, LLC performed a subsurface investigation in order to determine sizing criteria for an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Basalt, in an area where OWTSs are necessary. The legal description of the property is Lot 14, Double K Ranches Subdivision. SITE CONDITIONS A 2 -bedroom, single-family residence presently exists and is utilizing an existing OWTS. The existing OWTS consists of a metal tank and a pipe and gravel absorption area. The system is no longer functional and in need of replacement. The subdivision is served by a public water system. There is a ditch that runs through the property and a minimum 50 -foot setback must be maintained from the proposed absorption area unless the ditch is lined or placed in a culvert. A waterline runs on the east side of Horseshoe Drive. A minimum 25 -foot setback must be maintained from the waterline to the proposed absorption area. SUBSURFACE The subsurface was investigated on September 16, 2014 by digging two 8 -foot deep profile pits. A visual and tactile evaluation was conducted on the soil approximately 2-3 feet below grade in Test Pit 1. Materials encountered in Test Pit 1 (P1) consisted of dark brown topsoil to 2 -feet, underlain by medium brown, moist, sandy loam material that is granular in structure, moderate grade, and friable consistence to 3 -feet, underlain by medium brown, sandy loam with 2 to 4 -inch diameter cobbles to a maximum depth explored of 7 -foot 8 -inches. The materials encountered in the Test Pit 2 (P2) consisted of dark brown topsoil to 1 -foot, underlain by medium brown, moist, sandy loam material that is granular in structure, moderate grade, and friable consistence to 2.5 -feet, underlain by medium brown, sandy loam with 2 to 4 -inch diameter cobbles to a maximum depth explored of 8 -feet. Materials in this pit were similar to what was encountered in Test Pit 1. No groundwater or bedrock was encountered in either Test Pit. Lf Page 2 September 16, 2014 Test Pit 1 Test Pit 2 Material below 2.5 -feet Test Pit 2 The USDA soil type is classified as Sandy Loam. We recommend using a long term acceptance rate (LTAR) of 0.8 gallons per square foot to design the OWTS. s L Please call with questions. Sincerely, ALL SERVICE septic, LLC Carla Ostberg, MPH, REHS Reviewed Richard H 0 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. £ y V h� i -? � $ ))�Y��'-Y4 s �; { yk; ry, l -'It, C? AobV 4 VU14- ii Observation Log ALL SERVICE septic, LLC J�[ , , Client Name:—Na"v°��5� Li"UL�,`�"�-'\ Address � "�,c? 31 .,C �`,� Technician Name; Lac -UA 'OfL ' TEST PIT #1` Depth Texture %c Matrix color Mottle color Redox Structure Shape Structure Consistence 1 Rock Kind(s) Grade Sand _ Concentrations'Smolt Grain -weal, Dose Silt Depletions �C-�anurr� a' Berate' F.. riablen, Clay Gleyed Platy 'Strong Firm '. -Blocky Loose Extremely Firm -1 w c' ,, i rrismatic Ma'ssva Rigid U 0. � I t l TE51- Pill 92 1° n': .,t Depth Texture % Matrix color Mottle color Redox Structure Shape Structure Consistence Rock Kinds Grade Band _ Concentratlons Single Grain Weak. Loose .Silk Depletions ':. Granular :. Moderate` Friable. Clay Gleyed ; Platy Strong Firm '. Blocky Loose- Extremely Firm r ;Prismatic... Rigid', Massive