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Home My WebLink Aboutpitkin.eh.264328204004 (1987)X43 -,22a } { ASPEN*PITKIN ENVIRONMENTAL HEALTH OEPARTMIENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. Y76®4 TYPE OF PERMIT: Initial Construction ( )Emergency Use ( )Repair work,(Piovious Permit 1 .) ( )Alteration of an existing system, or installation (Previous Permit 1 ) ( )Use Permit as a result of sale ( )Othor: ISSUED TO: DATE OF ISSUE (� Owner�lLL AAl AA�h� ilFFlylAk Home Mailing ((�� Address )b Jhlacc38�1/�Ny l Arif�Sfl�i� Agent Address Phone .233Y Business Phone Phone Sewage Disposal System Work to be performed by This permit valid only for premises )ocation by the following legal descriptions r iL GIN��EEK-"vG� LIOT SI1E 2 •O ACe-ES , WATER SUPPLY �(� . AVERAGE PERCOLATTIION RATES ± MA1WCH This Individual Sewage Disposal Permit is granted with regard to the following use: S1461.E Ntr.:ber oft Dodreoms —� Lofts ("` Garbage Disposals_ / Dishwashers" — Clothes Washors _. CALCULATE AVERAGE DAILY WASTE LOAD Lt ' GALLONS' Fra BAN1JF,0eNL%NEE,-IV6r(-)ALCi)igT/ONS THF NATURE OF 'THE SYSTEM INCLUDED UNDER THIS PERMIT: `'�Q GALLM G,e6 yUktZT� Typo_ of Tank or Treatment Units �� - ��'�feTank Capacity / Callon Minimus T Method of Final Disposals �,�,�1,��eyl UflP'V � VG�� Absorptlop hrea i Square Feet Minimum �qi u� �t�fi""Fc 2 c rocu fi r fit+ F Fc►)e c�ecYul�rQ' Description (including bra d name, i any) o er equipment or appurtnancest 41sTEMS (,)ATE(- -S/►uE2� i -e-rs `Tb 3c /A/S-ftceo qY DWN . Other Conditions or Spccificationst- v5'rEM 00 13C � S7Flc�c= o� �1n1�� S Ew-I fECes D TEn -211617 STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ( )I+efore Excavation (Upon completion of excavation and prior to placement of gravel �Before covering [istributionofield systein ( }Prior to backfill of any component ( )Other, Specify: Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Pecr.isni.on i+ hereby gra;:tcd to the. owner or his agent to perform the work indicated above in a::cordance with the Pitkin County Indivi.lual Sewage Disposal Re,7nlations in effect on the date of issue. In addition to general provisions set forth on the reverse hereof, this P.armit is subject to the following additional terms and conditions: _ 7,4 BY `` (title) L APPROVED FOR ISSUE The a;x:vc inSividual sse•.ta•)o disposal system installed by(/Y_GrrrX r�_y�i i has b cl, i,1;1cCted for use by a representative .;f the Ass=enI I tkin invironm.•nta re:;ltons_blliiy in case of failure or inad�lquacy of thin sewage disposal aystem. DATE O1 FINAL INSPF T N1111kh, BY: _ 1 Health Dep.trunent. In'. Inor — Complete as -built drawing attache TITLE _ + S) cc,? oa,,Jw i)30 South GSleno Street Asp , Colorado 8 1'1 303/525-2020 • ASPEN*PITKIN ENVIRONMENTAL HEALTH OEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL• PERMIT Name of OWNER Bill and Sandy -Huffman PHONE 920-2335 Address of OWNER 1362 Snowbunny Lane, Aspen,. CO .81611 Name of APPLICANT Same PHONE PERMIT TO BE: ( )Picked Up - (X)Mailed tos TYPE OF PERMIT: (XNew Installation ( )Repair 0 Owner ( )Applicant . 1 )Emergency Use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEMt Legal Description Lot 1A Block L' riling One SubdivislonBrush Creek Size of Lot 2.0+ acres TYPE OF STRUCTURE: (-ISingle Family Dwelling ( )Other: Do you plan any further additions to the residence? ( )YES ( )NO No, of bedrooms_ No. of Lofts_ No. of Garbage Disposals 1 No. of Automatic Dishwashers 1 No, of Automatic Clothes Washers WATER SUPPLY: ( 4 Private Wall, Depth 500 or ( )Public, Name of System ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAnE DISPOSAL SYSTEM PROPOSEDs See attached engineered design (.)Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound (')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 sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information is true and that false information will invalidate the application and any subsequent permit. Signature of Applicant DATE (This application becomes. invalid 12 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 undersigt��1 hereby acknowledges receipt ofAthis individual sewage disposal permit Ppl cation and a permit fee in the amount of S�VV , Receipt Number "/_. Date Fee Received % by Administrativo officer 130 South Galena Street Aspen, Colorado 81611 303/925-2020 _lp I 9 VVJR-2�-7; ` .. COLORADO DIVISION OF WATER RESOURCES THIS FORM MUST BE SUBMITTED 1313 Sherman Street - Room 818 WITHIN 60 DAYS OF COMPLETION Denver, Colorado 80203 OF THE WORK DESCRIBED HERE- ON. TYPE OR PRINT IN BLACK WELL COMPLETION AND PURP WALLATION REPORT INK. PERMIT NUMBER ��jjiiCCllt�ii 11Ei WELL OWNER /a of the_ /. of Sec. _ 2F. 13b2 :;.:o; -M> nn;• T .n An pen. ;o. 81611 9 85 b ADDRESS T. — R. P.M. DATE COMPLETED WELL LOG t'sti HOLE DIAMETER 9 0 24 in. from to _ ft. Water From To Type and Color of Material Loc. 0 15 '10PS011 15 500 t'aiaco 4,L10 500 TOTAL DEPTH Use additional pages necessary to complete log. 10.20 Intervals Gravity Placement Method GRAVEL PACK: Size Interval TEST DATA 11/15 Date Tested Static Water Level Prior to Test A1.Y t'+orTre-.-is0 Type of Test Pump 2 Length of Test 1v Sustained Yield (Metered) .31 Final Pumping Water Level _ 86 430 t 50VZ%1 _ in. from to ft. in. from AlW ft. DRILLING METHOD CASING RECORD: Plain Casing 0 2'. 7 steel Size _ & kind from to ft. s PVC 20 4� i Size & kind from to ft. Size & kind from — to Perforated Casing 5 i vc 440 5"x Size __ & kind from to —_ _ ft. Size — & kind from to _ ft. Size & kind from to GROUTING RECORD Cewnt Material _ 10.20 Intervals Gravity Placement Method GRAVEL PACK: Size Interval TEST DATA 11/15 Date Tested Static Water Level Prior to Test A1.Y t'+orTre-.-is0 Type of Test Pump 2 Length of Test 1v Sustained Yield (Metered) .31 Final Pumping Water Level _ 86 430 t ,70-t,j ��l M BANNER JOB: BRUSH CREEK VILLAGE LOT 1A INDIVIDUAL SEWER SYSTEM DESIGN DATE: FEBRUARY 18, 1987 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 112" to 2 112" 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" cast iron installed at a minimum depth of 4' with a minimum grade of 4%. b) Grey water effluent lines shall be 2" Schedule 40 PVC with a minimum grade of 4%. c) Distribution sewer lines shall be 4" Schedule 40 Perforated PVC installed at 0% 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. 13ANNFR 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 • (303) 243-2242 A 9. Lot grading shall direct surface runoff away from the disposal area. 10. The Pitkin County Environmental Health Department and the Engineer shall be notified when construction commences and kept abreast of the construction progress so that sufficient inspection can be performed to assure conformance with all these plans. Design Criteria Sewer System 1. No. of bedrooms = 3 @ 2 persons per bedroom. 2. Water saver toilets to be installed by owner. 3. Peak Flows: a) Sewage system 225 gallons per day b) Grey water system 375 gallons per day c) Total 600 gallons per day 4. Absorption Capacity a) Area = 800 square feet b) Rate = .20 gal/sq.ft./day c) Q = 800/(1.95/.2-.055) = 825 gallons per day 5. Evapotranspiration Capacity a) Area = 2000 square feet b) E.T. Rate = 50 inches/year c) Q = .086(1600) = 137.6 gal/day E.T. Rate = .086 gal/sq.ft./day 6. Total Capacity 220 N 225/OK 7. Sewer Bed Size [40' X 4011 = 1600 square feet Grey Water Distribution System 1. Design Flow 375 gallons per day 2. Trench a) Length = 700' b) E.T. Rate = .135 gal/sq.ft./day c) Q = A(.135) = 94.5 3. Absorption Trench a) Q = 375 - 94.5 = 280.5 gallons per day b) Absorption Rate = .4 gal/sq.ft./day c) A = 280.5/.4 = 701 square feet 4. Minimum Trench Length = 701 ln.ft. @ 12" wide