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HomeMy WebLinkAboutpitkin.eh.264504303012 (1989)_� ® ASPEN*PITKIN ►Y ENVIRONMENTAL HEALTH DE INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. TYPE OF PERMIT: Initial Construction ( )Emergency Use ( )Repair Work,(Pcevious Permit / .) ( )Alteration of an existing system, or installation (Previous Permit / ) ( )Use Permit as a result of Sale ( )othors ISSUED TO: DATE OF ISSUE. OumerE�aHome Phone Business "darling Address (�(1� ' A5yaDl�. CO e 16(1 Agent �JQ Address D Pr-6PCRT-1 6 - Phone Phone Sewage Disposal System Work to be performed by This permit valid only for premises )ocation by tho following legal doscription a p) H 6P8t L01 SIZE I Arm— , WATER SUPPLY iii1mik AVERAGE PEFCOLATIO`7 IRhTf. (- � 1 ,&5 This Individual sewage Disposal Permit is granted with regard to the following use: jC�uC &J", l'-1 S L� Number of: Dedicoms _'-�- - Lotta Garbage Disposals_ ' Dishwashers Clothes Washeers1 _. CALCULATED AVERAGE DAILY WASTE LAAO `'� .' (� GALLONS 6 ; DCLSyCy'nJ�OI �Oe- -j `-"CAL>0aZ-- -C THE NATURE, OF THE SYSTEM INCLUDED UNDER THIS PERMIT: :y, a of Tank or Treatment Units CO&K-10- v- T9N1G- Tank Capacit Callon Hiniama r4 thod of Final Disposals Arg o p -P r(,O &JAbsorption Area i8 Square Feet Minimum Daacription (including brand name, if any) of other equipment or appurtnancess t7t..ar Conditions or ..pcci.icationss T1j5+w wi=g do���g s�� �s �. c ►�N �� unl�e, ssoraa��s STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ( )Before Excavation ( )Upon completion of excavation and prior to placement of gravel t )Before coverin•7 distribution system of absorption field rior to backfill of any Component ydother, Specify: Plans and specifications of the proposed sewaagged edisposal system have been reviewed and are ecnsidcred satisfactory. Pernissf.on in hereby granted to U:e owner or his agent to perform the work indicated above in accordance with the Pitkin County Indivi tial scw3l'! Uisp^sal Revul.it.ons in effect on the date of issue. In addition to general provisions Set :orth an .... .over9e ':e.. this Permit is sut.ject to the following additional terms and conditions: �; .. '• (title) �! ��� ----- APPROVED FOR ISSUE BY �- Thr alxivc in:iividual ac•.la•Io disposal system installed by _- �_� —-----aasu-- aae h.cn ta.:,.ccted for use thy a representative( -It t!o Asc:c:'.iiitiin '_'aviron:o•nta Hca r prp..rt.a�:Ot. Tha u�n.�i ::a�.a arl rv::py orls�b}ltiy in c of failure 3or inad� uacy, of tuu sewoya_ d poral uyYtem. COMPICLo as-tu111 dravin3 attachad. Nl E OF FI AL INSPEC OWN I i TITLE 130 South Galena Street / Aspen, Colorado 81611 303/920-6070 '-', � � �x r6 A- + c> 1W S -0y3 -o�-fir ASPEN#PITKIN v Q ENVIRCJNMENTAL HEALTH DEPARI i%AENT :.7 APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT r 2 - Name bf ' OWNER�J+Lt� ��` PHONE Address :of OWNER 2 yX---- �t�ri%_ PHONE' 2 Name `of APPLICANT•J/s PERMfT TO BE: ( )Picked Up - Mailed tot _ TYPE OF PERMIT: jA New Installation ( )Repair Owner IlApplicant ( )Emergency Use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEMt Legal Description ! 7� Block _Z riling subdivision 1 K Size of Lot Lot `i'�', ingle Family Dwelling ( )Othert Do you plan any further >� additions to the TYPE OF STRUCTURE: (,S residence? ( )YES 4=JN0 No. of bedrooms ---it— No. of Lofts No. of Garbage Disposals No: of Automatic Dishwashers No, of Automatic Clothes Washers WATER SUPPLY: ( )Private Well, Depth ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED* or Public. Nasro of System L 121L' k k4r— -V t . ... ( )Composting Toilet ( )Incineration Toilet ( )Mount? i*jSeptic Tank/Absorption Fiord ( )Aeration Plant/Absorption Field ( )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other: _—_— The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020, 8:30-9:30 a.m.) before .a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained. FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. Application for an individual sews a disposal permit is hereby submitted. The undersigned acknowledges that the above information is true and that false informatiot ri11 in va date the application and any subseque of Applicant nt i r� DATE Signature , This application becomes. invalid 2 months from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the following items by measured distances: 1. Property lines and dimensions. 2. Proposed and existing water wells on subject property and adjacent property. 3. Domestic water service lines. {. Proposed and existing buildings, driveways, and other structures. S. Streams, lakes, ponds, irrigation ditches, and other water courses. 6. Proposed and existing individual sewage systems on subject property. SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN. The undersigned hereby acknowledges receipt of this individual sewage disposal permit application and a permit fee in th of i�i�.- 01) Receipt Number , Date Fee Received ( ,.by 2-1-14 Administrative O 130 South Galena Street Aspen, Colorado 81611 303/92572020 j Lot 4, Little Elk Creek Subdivision Ron Kanon Residence. C INDIVIDUAL SEWER SYSTEM DESIGN` DATE: July 27, 1989 NOTES General 1. All materials and installation practices shall conform to Pitkin County Individual Sewage Disposal System Regulations as amended. 2. Topsoil shall consist of on-site material free from rocks and broken shale pieces. Natural material shall be amended with mountain peat at a rate of 2 cubic yards per 1000 square feet'. 3. Seed mix shall be applied at a rate of 6 lbs. per 1000 square feet'. Mix shall consist of tall fescue and brome (50-50 mix). 4. Sand shall be clean, washed material with an effective size between .25 mm and .6 mm with a uniformity coefficient of 4.0 or less. 5. Gravel shall be 3/4" to 2 1/2" washed gravel. 6. Filter fabric shall be Dupont TYPAR 3341 or equivalent. 7. Select backfill shall consist of natural materials removed from the excavation mixed with 30 cubic yards of pit run gravel. Backfill shall be compacted to 85 percent density (ASTM T99) prior to installing the gravel course. 8. Piping shall conform to the following requirements: a) Building sewer lines shall be 4" Schedule 40 PVC installed at a minimum depth of 4' with a minimum grade of 4 percent. b) Sand beds shall be mechanically compacted or settled by flooding before placing distribution pipes. BANNER ASSOCIATES, INC. BANNER ASSOCIATES, INC. CONSULTING ENGINEERS & ARCHITECTS CONSULTING ENGINEERS & ARCHITECTS SUITE 6, 605 EAST MAIN 2777 CROSSROADS BOULEVARD ASPEN, COLORADO 81611 - (303) 925-5857 GRAND JUNCTION, CO 81506 9 (303) 243-2242 BANNER c)-� Distribution sewer lines shall be 41t hedule 4� Perforated PVC installed at .4% grade. Distribution lines shall be thoroughly wrapped in filter fabric before sand bedding is installed. d) Distribution headers shall be solid wall 4" PVC with air vents installed as shown on the plans. 9. Lift Station: Use model OSP-33 Hydromatic sewage effluent pump, 1/3 HP, with mercury float switch and high water alarm. Mount pump in 300 gallon polyethelene tank. 10. Lot grading shall direct surface runoff away,from the disposal area. 11. The Pitkin County Environmental Health Department and the Engineer shall be notified when construction commences and kept informed of the construction progress so that sufficient inspection can be performed to assure conformance with all these plans. DESIGN CRITERIA Sewer Svstem 1. No. of bedrooms = 3 @ 2 persons/bedroom @ 75 GPD 2. Design percolation rate based on Sand Filter System L = .95 gal/sf/day 3. Peak Flows: (75 gal/person/day) Sewage System: 450 gallons per day 4. Sewer Bed Size [24 X 361 864 square feet, 5. Absorption Capacity a) Area = 864 square feet b) Rate = .95 gal/sf/day c) Q = 1800/(1.95/.95 - .055) = 396 gallons per day 6. Evapotranspiration Capacity a) Area = b) E.T. Rate = c) Q = .086(1800) _ 7. Total Capacity 8. Septic Tank Capacity = 1800 square feet 50/inches/year .086 gal/ft/day 74 gallons per day 470 > 450/ok 1000 gallon concrete tank 9. Pump Chamber = 300 gallon polyethelene tank PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet on Percolation Test PROPERTY OWNER -OfS K/4,.jnd PHONE MAILING ADDRESS LEGAL DESCRIPTION OF PROPERTY LOCATION OF TEST HOLES Three (3) test holes required per system Test Hole Depths (24" minimum) Diameter of Test Holes Water remaining after 8 hour soak 0 TEST HOLE No.1 TEST HOLE No. 2 TEST HOLE No. 3 Drop — Time Drop Time Drop Time 2:0'0 06 Percolation Rate Each Hole "t L ,0 15 LI, G - Average Rate Comments on soil or site: ©_ 36<< vklcAL Look", 56 14 6aeA Signature ' R Date fl 7 r �� 04 V� O � u Ii 06' 1 �7 51 06, UTILITY t7 A S IF IV) F'AJ HAY5-rl�CK �-ANE 1� qy, 0' T F5 T P/T T55 -r PIT VNPISTURP., ID GRAVE -T F,.7, T HuLE-5 A— po vo.Ay—\ � L -\F -T PO /0 111G4 13ARP> 'VIRE FENCE MA. KA[\AN RP SIDE._ NIL E WATER LINE F L 6 � T A NcJ1 5FL IT RAIL FENCE c 2.5 .57 TO P:501 L py� Q FABp.IC.WiZAf� . Q IZtt SAND. p /�ROOIY� PiP� 0 0 0 12ti CTRAYEL. 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