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HomeMy WebLinkAboutpitkin.eh.264504101002 (1988)ASPEN*PITKIN a -- ENVIRONMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. M60 SO TYPE OF PERMIT: {fJInitial Construction ( )Emergency Use ( )Repair Work,(Pievious Permit I .) ( )Alteration of an existing system, or installation (Previous Permit t .) ( )Use Permit as a result of Sale ( )Others ISSUED TO: DATE OF ISSUE Ovrile Home Phone q d Business Phone Mailing �. O/y3 Zai /tis -t Address�CD Agent Mailing Address Phone Sewage Disposal System Work to be performed by�nc�,�W h ►^1ny�` C This permit valid only nn for premises location by the following / /K legal ,,/dencziptions LOT S I zE WATER SUPPLYLI l l 1 ll� K- l At . 11VERA(JJE PERCOLATION R/1TF. This Individual Sewage Disposal Permit is granted with regard to the following uses 71d(i1,E Nutaber oft DedrCom3 _~> Lofts r Carbagjje��Disposals_ Dishwashers Clothes Washors "I CALCULATED AVERAGE DAILY WASTE LOAD SSQ CALLDNS. THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: Typo of Tank or Treatment Units V- Tank Capacity__! OC -)(J _Callon Minimu:a l.cthod of Final Disposals i �/� �I Square Feet Minimum ._ ,,, -�Q,1� / ,.A.� Absorptiop .lures % , i { Description (including brand name, if any) of other equipment or appurtnancess .=A)57-rki.(_ tki ivei2- De -S) eW ('7 Z ti►�C_ rJoi — K05--7 t%X `4 �oafi t,F 5 ANd .W6 -L), 465-ole�io,: AP -2a, ()owe -AD OF aL a,)lu� Other Condition! or Spccificationss STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ' ( )nefore Excavation ( )Upon completion of excavation and prior to placement of gravel ( )Before covering distribution system of absorption field Prior to backfill of any component ( )other, Specify: Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Permission iv hereby granted to the owcer or his agent to perform the work indicated above in accordance with the Pitkin County Indivi3ual Sewa,e Disposal Revulations in effect on the date of issue. In addition to general provisions set forth on the reverse herzof, this Permit is subject to the following additional terms and conditions: _ n t t1PPROVEDISSUE BY LlC� ��_ (1 -S� - �►...`Aal� oic-1 q,ppl no�vAa. z -(s (� n� (� (�'-�wS� �'Bec4 • (title) Kzzi.� ,.4 (-1 A'i SHP The above ndividual sewago disposal system installed by jgti��'wiLy JLIIyy� has brcn i.:pcctcd for use by a rcprescntativc of the Aspen 1st in L'nvlronmcnta lien [ rOcp-:resent. The owner asuumos a re ponsibil ty �in� �c,ase of failure or inadequa of thin sewage disposal system. Complete as -buil drawing attached. �� hvsT .FI,u15h -t..Nk 2(tiv.s a5o,ul. :Jj,.nax-. CJI: DATE OF FINAL INISPECTION�? /zo /o 7 - ` .�-- '� w �vTjt Yt-rYq,crc( L BY: -'��4� 'lam - A)k_ 'TITLE 3�p 130 South Galena Street Aspen, Colorado 81611 303/925-2020 ��a/0� 9�y-- 1/a-- CIO - .00z ASPEN#PITKIN ENVIRONMENTAL HEALTH HEPAR-rMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIT PHONE Name of OWNER nInJj 1ALL p �qs Sp r( s Address of OWNER � © � � Ia v�- RC]. C] - 5 n Ow mu_C0- Name of APPLICANT _}1 (�L I PHONE PERMIT TO BE: (`!)Picked Up ( )Hailed to= TYPE OF PERMIT: (,Q New Installation ( )Repair ( )owner ( )Applicant _ ( )Emergency Use L ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEMt k �y 1 i r Src (�� ��c�loa (own► , S Legal Description Lot Block filing Subdivision Size of Lot. acres Do you plan any further additions to the TYPE OF STRUCTURE: (}� Single Family Duelling (')Other: residence? ( )YES ( )NO No. of bedrooms No. of Lofts No. of Garbage Disposals �_ No: of Automatic Dishwashers 1 No. of Automatic Clothes Washers or (}jPublie,-Name of System � '- _ V WATER SUPPLY: ( )Private well, Depth L: rt ( L;c_ C )Spring �I% _ ( )Stream or Creek' TYPa OF INDIVIDUAL SEWA^.E DISPOSAL SYSTEM PROPOSED: Septic Tank/Absorption Field ( )Aeration Plant/Absorption Yield ( )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. 6:30-9:30 a.m.) before a permit can be issued. The individual sewage disposal permit: mise be issued before a building permit can be obtained. FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTPL HEAITI: DEPARTMENT PRIOR SO BACKFILLING ANY PORTION OF THE SYSTEM. Application for an indlvidua sew ge i posal permit is ereb submitted. The undersigned acknowledges that the above information is true and that false info on 1 v 1 1 ppIi tion and a:•y subsequentrm. v Signature of Applicant DATE ��i y (This a p !cation 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. 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 er by acknowledges receipt of khis individual sewage disposal permit application and a permit flee in the amount of S. ,� _S r�� Receipt Number F�� Data Fee Received _ by (c DSC 1O(^ Administrative Officer 130 SoutFi Galena Street Aspen, Colorado 81611 303/928-2020 PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet on Percolation Test PROPERTY OWNER 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 TEST HOLE No.1 Drop Time TEST HOLE No. 2 Drop Time TEST HOLE No. 3 Drop Time 3 3 d 3 4!� Percolation Rate Each Hole Average Rate J Comments on soil or site: 01 Date 1f Signature 1 m 76 \ \ HOUSE \ \ j&E�TEvs140 O 36 AB 4" SCH. 40 PVC FEEDER L7NE SOLID WALL SCALE.- /"= 20' CONTOUR INTERVAL = 2' O \ \ STA. O+DO CLEAN OUT � INV, EL. 96.00 4 " SCH, 40 PERFORATED PVC LATERAL (TYP.) SLOPE O" /F T. TYPICAL LATERAL INS TA LA TION DETAIL ENCASE 4"\LASS0 PVC IN .CASTIRON OAD CROSSING g MIL, PVC LINER (REOD ALL AROUND BED) /2" 3' 6' /B' 6' 3' 6" TOPSO/L SLOPE TO DRAIN NATIVE BACKFILL 8"OFTO ../ SAND CLEAN ROCK ROUGHEN SURFACE BEFORE PLACING SAND C4'r r1V1A1 A -A DESIGN CRITERIA - EXISTING GRADE �-- PLACE 4" OF STRAW OR M/RAF/ FABRIC ABOVE ROCK 1. Number of bedrooms = 3. Use a 1000 gallon septic tank. 2. Perc rate is less than 5 MPI; therefore, the sand is controlling r I factor for bed size. l\ 1 3. Calculate design flow: \ (3 BDR) ( 2 persons/BDR) (75 gpcd); Average flow = 450 gpd. \ /O� \ 4. Use 1.15 for loading rate of sand - no garbage grinder. Use 0.95 for loading rate of sand - with garbage grinder. 'i� 5. Determine sand area: PVC' CL%6`O 2 SL \ \ A = 1.5 (450) = 710.53 S.F. OPE \ 0.95 6. Make bed dimensions 18' x 40' (720 S.F. bed area) SITE PLAN � 4 REQ:) ND WISCONSIN MOUND PVC SCH 40 AT 'E UNDER DRIVE 90 r�EE C EA, our STA. EC LO�HANGE AT DIRE C97.09 INVE- PERCULATIO/y, TEST (3) / CLEAN-OUT DETAIL GENERAL NOTES 1. All materials, installation practices, setbacks, etc. shall conform to Pitkin County Individual Sewage System Regulations. 2. Sand shall be medium texture sand. > 25%0.25-2.0nn < 30-35% 0.05 - 0.25 rmn > 5-10% 0.002 - 0.05 The Engineer may require that a gradation analysis be performed to certify that the material proposed meets this specification. 3. The Contractor and Owner shall take whatever measures are necessary to assure that (a) the septic tank and sewer lines are completely water -tight to prevent infiltration of groundwater into the system, and (b) the system is to be installed to prevent freezing of grav- ity sewer lines. 4. -The County .Engineer strall be notified when construction commences so that the system can be inspected at regular intervals to assure conformance with these plans. 5. If the last hole, based on 30 inch spacing, is equal to or greater than 15 inches from the end of the lateral, put another hole in the end cap of the pipe or close to it. 6. Stone shall be 3/4" - 2 1/2" crushed rock. 7. The area disturbed by construction shall be reseeded with native grasses to prevent erosion. 8. Use risers as needed to bring septic tank access hatch within 6" of finished grade. 9. Cast iron pipe or pipe of equal strength or other pipe properly supported to prevent failure by settling shall extend from septic for a distance of at least five (5) feet from the inlet and outlet ends. 10. The following preventative maintenance schedule is recommended to prolong the life of the system: a) Pump septic tanks once a year. b) Check plumbing fixtures on a regular basis and repair all leaks which can add substantial amounts of water to the system. 11. Site map supplied by Owner (supplemented by Engineer). 12..No traffic allowed on disposal field (mound). 13. It is the Contractor's responsibility to verify all locations of utilities that may affect location of facilities drawn. Verifica- tion is to be made with Owner and affected utility company. 14. Substitution of materials is acceptable (i.e., pipe, tanks, etc,), as long as verifications and acceptance with Engineer or the Envir- onmental Health Officer is made. 15. The location and elevation of the house is shown schematic. It is paramount that verification of sewer line location and elevation be checked with building plans prior to construction. 8-0 \% yo,� SCHMUESER GORDON MEYER S�. ENGINEERS & SURVEYORS