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Home My WebLink Aboutpitkin.eh.264505404004 (1992)I�" ASPEN*PITKIN ENVIRG..rMENTAL HEALTH OEPARTIv1ENT INDIVIDUAL SEWAGE DISPOSAL PERMIT N0. q �a f — 7Ul TYPE OF PERMIT: (MInitial Construction ( )Emergency, Use ( )Repair Work,(Pievious Permit 1 .) ( )Alteration of an existing system, or installation (Previouz Permit 1 ) ( )Use Permit as a result of sale ( )Other: ISSUED TO: DATE OF ISSUE. � 192 -- Owner 'OR . CH tJNI /��ll� Home Phone Business Mailing �) Address �/� Oeumme'H L�':�3rpeu T C>j Agent_ Mail,Lng Address Sewage Disposal System Work to be performed byS{�F� �i�k7-N/%DU/�G This permit valid only '(of �premises location by tho following legal descriptions T 41 LOT SIZE ..3oi= / `-r'� , MATER SUPPLY&8PIVl5)0tj SIPjtJC_ • AVERA:E PERCOLATION RATE�i This Individual Sewage Disposal Permit is granted with regard to the following use: Di .'t..E fAM Number of: Dodicoms _�3 Lofts 0 Garbage Disposals_- Dishwashers �� Clothes Washors CALCULATED AVERAGE DAILY WASTE LOAD C CAECUMS• THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: Phone Phone S —O 2 - yy,�� Tank . Capacity ff Callon Minimum rx of lank or Treatment Units �✓ �� T� l.- Ahg r orptiop Area square Feet Minimum t od of Final Dis s ry/ cription (including brand name, if any) of other equipment or appurtnaneess 7 M 'g' :then Conditionnd or Specifications STAGES REQUIRING I_1SPECTION BY THE HEALTH DEPARTMENT: , ( )Before Excavation KUpon completion of excavation and prior to placement of gravel /i -'system ofvabsorptioafeld distribution t/�1Prior to backfill of any component ( )Other, Specify: Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Permission ix hereby granted to ttho owner or his agent to perform the work indicated above in accordance with the Pitkin County Individual sewa,e Disposal Re'+ulations in effect on the date of issue. In addition to general provisions set forth on the reverse her- this Permit is suhject to the following additional terns and cond'tion - Aspen/Pitkin Environmental APPROVED FOR ISSUE BY _ (title) Health Offi�eL ,11c.`r c• anvc in:iividual sc�+aqo disposal system Snstallcd by l/5P�'N�'�7•�VJ"+ - hds been Ln:;pcctcd for use by a representative cf the Aspcn Pitt n�£nvlrona.rnta .Hca t.. Dr. p.�r tmcnt. The ,,nnr asiumo� arl rc:;1,ons,bll:ty in Case of failure or inadequacy o[ th a + wdya disposal system. Completo as -built drawing attached. DATE OF , FINAL INSPEC I Aspen/Pitkin Environmental By: TITLE Health Officer — — 130 South Galena Street Aspen, Colorado 81611 303/520-5070 ASPEN*PITKIN ENVIRtr.*IMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT Name of OWNER Y� �C�vtwi� PHONE (:�gG Address of OWNER Name of APPLICANT PERMIT TO BE: ( picked Up ( )Mailed to: (Xpicked ( jOwner t )Applicant . LOCATION OF PROPOSED SYSTEM, ^ Legal Description / Oda 0 / Block Filing Subdivi PHONE TYPE OF PERMIT: ( )New Installation ( )Repair ( )Emergency Use ( )Alteration NOT due to failure ze of Lot 3 d r acres TYPE'OF STRUCTURE: ( )Single Family Dwelling t )Other: re you plan any further additions to the residence? ( )YES ( )NO No. of bedrooms r. No. of Lofts— No. of Garbage Disposals No: of Automatic Dishwashers No, of Automatic Clothes Washers WATER SUPPLY: ( )Private well, Depth or ( YPublie, Name of System Spring Stream or Creek TYPES OF INDIVIDUAL SEWAn£ DISPOSAL SYSTEM PROPOSED, (4Septic 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 indii ewage di 1 permit is hereby submitted. The undersigned ac nowledges that the above information is true and that false o ill idate the application and any subsequent pe it Signature of Applicant DATE 2 (This application becomes. invalid 12 mon hs 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. 4. 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 rm t fee in of S `�- �_. Receipt Number �C� �� Date Fee Received �') ` ?— , •DY Adminlstrati 130 South Galena Street Aspen, Colorado 81611 303/920-5070 wh •. o ASPEN#PITKIN ENVIRONMENTAL HEALTH DEPARTMENT Legal descri Address of Prop Name of Owner: Address: (# & st. / p.o. box) (city) (state) (zip) Name of Agent: Lot Area: Water Supply:Public Utility Subdivision. Private W&11 Other Distance to Nearest Surface Water Type Dates Observations Made: Soil Borings: by Percolation Tests: by SOIL.BORING TESTS . PERCOLATION TESTS Total Depth Observed Depth to Groundwater Estimated Depth to Groundwater Character of Soils B-1 Diameter PERCOLATION TESTS Rate P-1Rate P-2 rte'- Rate P-3 AVERAGE RATE: //minutes/inch K� Plan of the site and location of test holes on the back Comments (gp,,.S�oil or Site: Date Signature J �' 130 South Galena Street Aspen, Colorado 81611 303/920-5070 P-1 P-2 P-3 Depth Diameter Depth of Water (left after 8 hr. presoak) �AU.. M Rate P-1Rate P-2 rte'- Rate P-3 AVERAGE RATE: //minutes/inch K� Plan of the site and location of test holes on the back Comments (gp,,.S�oil or Site: Date Signature J �' 130 South Galena Street Aspen, Colorado 81611 303/920-5070 �AU.. M =NIP' 'A' Rozimwlwwl� VAPPAIMMIMM iMMINWIMM Rate P-1Rate P-2 rte'- Rate P-3 AVERAGE RATE: //minutes/inch K� Plan of the site and location of test holes on the back Comments (gp,,.S�oil or Site: Date Signature J �' 130 South Galena Street Aspen, Colorado 81611 303/920-5070 LO) P- I c µZC 67 ilio 61 -Yie �190 /11 �v d SCHMUESER GORDON MEYER 'NC. 1001 Grand Ave. Suite 2-E P.O. B, 2155 Glenwood Springs, CO 81601 Aspen, CO 81612 (303) 945.1004 (303) 925-6727 TO > WE ARE SENDING YOU jottached ❑ Under separate cover via ❑ Shop drawings Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ LIEUTE. of UEZROM UL DATE q, j Z( JOB NO. ATTENTION RE ❑ As requested ti �qz_ For review and comment ' �ku M, A-' �S he following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION _ r .n^^ ❑ As requested ti �qz_ For review and comment ' �ku M, A-' �S FOR BIDS DUE_ FEB 2 4 1992 ,' Lu ENVIRONMENTAL HEAL I F4 THESE ARE TRANSMITTED as checked below: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit _copies for distribution ❑ Return __corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS V MAT, 44'j COPY TO PRODUCT 240-3 � Inc., Groton, Mass. 01471. SIGNED: If enclosures are not as noted, kindly notify us For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE_ ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit _copies for distribution ❑ Return __corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS V MAT, 44'j COPY TO PRODUCT 240-3 � Inc., Groton, Mass. 01471. SIGNED: If enclosures are not as noted, kindly notify us i i N F / EXIS77NG CONTOUR (TYP.) CONTOUR (TYP.) 1 rDIRECTION OF SURFACE DRAINAGE FLOW (TYP.) PR �fGE D AINAG SW A E 40 Oak and Se /le erry Brushline ok and Se iceberry rushline 4 .0 IL .�- L BED A (SE o . o� o A lotion st Ho% De Grouhted Elev.= •50.0' / PT Q 40 Percolation Test Hole D e Ground io 51.2' WL WL co%tion Test No 3.5' D e �C Group Elev.= 52.3' 70 ok a d Serviceberry Brushline 0 psi h F/ �rj9 � • T '>r F Fie` G. 60 �� SS6sr �• 2 12" eter Se iceber 'es CONSTRUCTION NOTES 1. BED AND SEPTIC TANK MAY BE FIELD ADJUSTED TO BEST FIT THE SITE PROVIDED MINIMUM SETBACK REQUIREMENTS ARE MET AND ENGINEER AND PITKIN COUNTY HEALTH OFFICER ARE NOTIFIED. 2. ONLY STRAIGHT RUNS OF SEWER LINE ARE ALLOWED. LOCATE CLEANOUT AT EACH HORIZONTAL AND/OR VERTICAL CHANGE IN DIRECTION. J J. A CLEANOUT MUST BE LOCATED BETWEEN HOUSE AND TANK IN THE EVENT A CLEANOUT IS NOT PLACED /N THE HOUSE. GENERAL NOTES: 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2. THE ET. BED SHALL BE CONSTRUCTED SO THAT THE BOTTOM IS LEVEL -f/- 0. 1'. PLACE BED IN NATURAL GROUND; NO PORTION OF THE BED SHALL BE PLACED /N FILL. J. PROVIDE ADEQUATE SURFACE WATER DIVERSION TO ASSURE THAT RUN-OFF DOES NOT ENTER THE EVA PO- TRANSPIRATION/ABSORPTION BED. 4. STONE SHALL BE 1/2" TO 2 1/2" SCREENED ROCK. 5. SAND SHALL BE 0.5 TO 1.0 MM EFFECTIVE SIZE WITH A UNIFORMITY COEFFICIENT OF 4 OR LESS, 6. THE RECOMMENDED BED SEEDING IS BLUE GRASS AT 4 TO 6 LBS/1000 SQ.FT. ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASSED TO PREVENT EROSION. 7. THE LOCATION OF THE BED MAY BE ADJUSTED IN THE FIELD TO BETTER FIT THE SITE, PROVIDED ALL SETBACKS ARE MET. 8. DRAIN HOLES IN 4" PERFORATED PIPE TO BE AT 30" SPACING (2 HOLES PER SPACING, 7/32" DIA. LOCATED DOWNWARD). OR USE STANDARD ASTM 2729 DRAIN & LEACHFIELD PIPE. 9. 4" PVC TEES SHOULD NOT BE GLUED TO ENABLE OBSERVATIONS OF WATER LEVEL IN SYSTEM AND TO REMOVE EXCESS SALTS ACCUMULATION OR SURPLUS WATER, IF NECESSARY. 10. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCH WITHIN 6" OF FINISHED GRADE. s - i 4" PVC SEWER PIPE CLEANOUT TYP.) ASTM 2729 SLOPE ® MIN. 1/4" 1000 ALLON SEPTIC TANK PER FOOT Propane Tank ' 50 I PLAN SCALE: 1 " = 20' FL OW TO TANK _ EXISTING GRADE 2:1 SLOPE -- FINISHED GRADE PROVIDE SWALE TO DIVERT - RUN -OFF AROUND E. T. BED 2 4" SOLID WALL PVC SLOPE 0"/FT. 4" PVC FROM SEPTIC TANK CLEAN-OUT DETAIL 71. CAST IRON PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERLY SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM TANK FOR A DISTANCE OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 12. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (a) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM IS TO BE INSTALLED TO PREVENT FREEZING OF ALL PRESSURE AND GRAVITY SEWER LINES. 13. 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 THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 14. SUBSTITUTION OF MATERIALS IS ACCEPTABLE PROVIDED THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THE ENGINEER ARE NOTIFIED OF SUCH AND ARE IN FAVOR OF SUCH SUBSTITUTIONS. FLOW FROM HOUSE DESIGN CAL CULA TIONS ✓v 3' 6' 6' 6' 6' 6' 3' SANDY TOPSOIL VARIES _ FROM 6" AT CENTER T9 -2'L -Al SES BOTTOM OF BED TO BE CONSTRUCTED IN NATURAL GROUND, BELOW TOPSOIL 7" WASHED SAND BOTTOM OF BED SHALL BE LEVEL 0. 1 f, SCARIFY BEFORE PLACING ROCK SECTION A A SCALE: I"= 3' 93' 89' 4" PERFORATED PVC SLOPE 0"/FT. (TYP.) ASTM 2729 AIR VENT (2 REQ'D) SEE DETAIL Sl TE 4" PERFORATED PVC SLOPE 0"SFT. (TYP.) ASTM 2729 13" OF 1/2" TO 2-1/2" CLEAN ROCK EVA PO- TRA NSPIRA TION BED DETAIL SCALE: 1 "= 10' 1. DETERMINE DESIGN FLOW 3 BEDROOM HOME, 2 PERSONS/BEDROOM, 75 GALL ONS/PERSON/DA Y Q= 3*2*75= 450GP0 2. SEPTIC TANK SIZE FOR 3 BEDROOM HOME = 1000 GALLONS J. ALLOWABLE LOADING RATES: FOR EVAPO-TRANSPIRATION USE STANDARD ET RATE FROM 32 PAN OF 0. 135 GAL L ONS/S. F./DA Y 4. DETERMINE BED SIZE: AREA = 0/0. 135 3333.33 S. F. USE 36' X 93' BED SIZE, EFFECTIVE AREA = 3,348 S.F. 0 N SANDY TOPSOIL VARIES FROM 6" AT CENTER TO 2" AT EDGES `.SAND o r� 4" PERFORATED PVC -- DISTRIBUTION PIPING ROCK 4" TEE, DO NOT GLUE 4" AIR VENT SEED TOPSOIL STRATA MIRAFI FABRIC ROCK MOUNDED ABOVE PIPE PERFORATIONS STRA TA AIR VENT DETAIL SCALE: 1"= 1'-0" MIRAFI FABRIC OR 4" OF STRAW �2: 1 SLOPE