Loading...
HomeMy WebLinkAboutpitkin.eh.264326104005 (1989)43 - ZU -ay -oos-- ' ASPEN40PITKIN ENVIRONMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT 140. TYPE OF PERMIT: A nitial Construction ( )Fmcrgency Use ( )Repair Work,(Pievious Permit 1 .) ( )Alteration of an existing system, r installation (Previous Permit 1 .) ( )Use Permit as a result o)'. Sale ( )Others ISSUED T0: DATE OF ISSUE L Ol.mer 1KAFALGM IUAAtA(;C-A /VT Home Phone,S Business Phone MailingII �IO Address � S Agent�IA AC)p &/V_5_re0a_r/0/J Phone 9 63 - % ?i % -0 Mailing v �3 4 / Address ty Sewage Disposal System Work to be performed bye ) This.permit valid only for premises location by the following legal description: Lf d y �' LOT SIZ'- E 10 i1L�G WATER SUPPLY�JTAP_i_', �rL�LL.%'�yl'��. AVERhOE PERCOLATION RATE WA This Individual Sewage Disposal Permit is�granted with regard to the following use:�G r,1,1.y�j1DC�(i Nuratx:z oft Dodreoms —,rL_ Lofts l.� _ Garbage Disposals Dishwashers Clothes Washersj _. CALCULATED AVERAGE DAILY WASTE LOAD ��� L� GALLONS. _ - VIE NATU?.E OF THE SYSTEM INCLUDED UNDER TRIS PER11IT: I`f?e of Tank or Treatment Unit: - ��/L /ATS Tank. Capacity � � Callon Minim= -kthod of Final Disposal1EVA T-Y,17ZAVGFIe •710�19c&s Absorption Area Square Feet Minimum Descrlption (including brand name, is any) of other equipment or appurtnancess® IF WA T r� -SAVI NL Fix" up -05 U C S - aE p. /4,° EA A114 13� 11C� Ei� i `f `f SFr Other Condition& or Specifications: / p ►�� jN'S�f I LL i� p �1 /N'G 7-0 P A S Mjo SPCe-t 1OA_�/t?�S OF ��j�'flIESFR� ��2t�1 #quo , �i+A�lCr /�ILt i .�l+l�Ev Al STAGES REQUIRING L`—PECTION BY THE HEALTH DEPARTMENT: ( )Before Excavation (Y)Upon completion of excavation and prior to placement of gravel 4.1 •efore covering distribution /\ ystem of absorption field \ Prior to backfill of any component ( )Other, Specifys Plans and specifications of the proposed sewage disposal system have been reviewed andarr_ cc nsidcred satisfactory. Perminsi.on i>•. herci:y gra;:h:^ ur ar.t ♦cc ted to twreor his ac,rrfurm the work indicated above in acordance with the Pitkin County Indiviival Sewn p- Disposal Rc-n:lations in e.`fc•7t on thcd etc of issue In oddit ion to general provisinne _ct forth ar: _.­ ­ver— this Permit is subject to the following additional terms and conditions: Aspen/Pitkin Environmental APPROVED FOR ISSUE BYE' (title) Health Officer ll _W Thc• ahcivo individual xc•.ra,lo dispc.sa1 syitem in3tallc3 by �u0o UNSTROCT/oN�__ has hecn in::pccted for use by a reproseni_ttive cf the Aspen i'it in Lnvironr•.•nto Hca tTi Ocp.rrcmonC, Th.e uwnur assumoa a re ponszLlliiy in ccse of failure or inadequacy of thio acwaga disposal aystem. Compleie as -bulli drawing attached. DAT FINAL INSPECTION _ $ 12 _ ? _ <7 • Aspen/Pitkin Environmental y �"`��� `� 3 Health Officer II'I: TITLE-- 130 ITLE_130 South Galena Street Aspen, Colorado 81611 303/980-5070 N V40 ` ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL- PERMIT Name of OWNER PHONE IS/76/5.-9 T6a Address of OWNER Name of APPLICANT © PHONE 7 PF.R.KfT TO BE: ( )Picked Up 9l�fmailed to: TYPE OF PERMIT: (1(�New Installation ( )Repair J Owner ( )Applicant '.,(`)Emergency Use ( )Alteration NOT due to failure Legal Description % i[�� k(y'� 3 o Lot Block Filing Subdivi �.Gr _ ze of Lot acres' TYPE'OF STRUCTURE:Single Family Dwelling ( )Other: Do you plan any further additions to the residence? ( )YES ( )NO --7 No, of bedrooms `' No. of Lofts No, of Garbage Disposals �_ No. of Automatic Dishwashers No, of Automatic Clothes washers WATER SUPPLY: rlvate Well, Depth or��Puubblie, Name of System _� is,.�w+9.�-t/► !(ILL ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWArE DISPOSAL SYSTEM PROPOSED: (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 undersigne acknow edges that the above information is true and that falsnfo mat n will in Lidate the ap lid tion and en subacqucnt pc !t. 14 Signature of Applicant' DATE (This application becomes. invalid 1 month 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 permit fpe/} in the amount of S_ �O Receipt Number (7 3 Date Fee Received 1,6,/� W9 by CA1'v EALT- (-i Administrativo Officer '130 South Galena Street Aspen, Colorado 89699 303/920-6070 J \ \y 1 1 �1 II / �m , T / / rz , / D ( / r E SCHMUESER GORDON ME. -R, INC. 1512 Grand Avenue Suite 212 GLENWOOD SPRINGS, COLORADO 81601 (303) 945-1004 TO P i �i� �aU14 JY Asp". WE ARE SENDING YOU C/ Attached❑ Under separate cover via_ ❑ Shop drawings Ili dPrints ❑ Plans ❑ Copy of letter ❑ Change order ❑ LETTER VF U11ZHZ VI I T TUM DATE 1 8 JOB NO, 9 ATTENTION RE: 2 0-15-2� 2 Q following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 2 0-15-2� 2 Q THESE ARE TRANSMITTED as checked below: ❑ For approval V_'For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS COPY TO PRODUCT 2403 Inc., Gm[on, Mass. 01471. ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections 19 ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: if an 1-1res are not as noted, kindly notify us at once. 0 N SANDY TOPSOIL VARIES FROM 6" (9 UPHILL TO 2' 9 DOWNHILL SIDES � — 4" TEE, DO NOT CLUE 4" A/R VENT SEED TOPSOIL I I —TF i 11L I IIII SAND STRA TAS d1IRAF1 FABRIC o � 4" PERFORATED PVC r DISTRIBUTION PIPING ROCK MOUNDED ABOVE PIPE PERFORATIONS ROCK STRATA •}..�-off4 ( AIR VENT DETAIL 3' N T.S. 24' OUT TO OUT ( BED 'B" i 6= 6' 3' I5' EDGE TO EDGE TYPICAL STRAIGHT LINE SEWER CLEAN-OUT N T.S. 24' OUT TO OUT (BED 'A") 3' 6' 6' I 4i PIPE PIPE PIPE PIPE PIPE PIPE PIPE I PIPE I I 1 2 TOPSOIL AT e OUTS/DE EDGE OF BED ( T YP. EA. BED SLOPE GRADE TO DAYLIGHT S� LOPE �� (BED 'A" AND BED 'B" ARE SIMILAR 71 Zi 6" TOPSOIL AT /NS/DE EDGE OF BED 4 " DIA. PERFORATED PVC ( T YP. EA. BED i SEWER PIPE SLOPE O" / FT. ( TYPICAL 7" SAND 13 " SCREENED ROCK FILTER FABRIC ( SEE NOTES) ( " TO (M/RAFI 140N OR EQUAL ) SECTION 'A'* - 'A " SCALE: l" = 6' EX/ST/NG GRADE AT SECT/ON 2 r1V r` FITTING CREATING CHANGE IN ALIGNMENT FOR SEWER LINE, 45° MJ ELL - 4 " PVC 9 -51 JP PLUG 45° MJ ELL ALIGNMENT CHANGE 4 PVC SEWER CLEAN-OUT N. TS. 4 " DIA. ASTM SOLID PVC MANIFi 4"D/A. HJ/M JVJ9 SOLID PVC SEWER LINE FROM DIS TR/BUTION BOX 1. COM°ONENTS MTAg4 ARE NOT wA7m7"r S7I m NOT DmmD MTD AREAS Or ThE ROOr $1'376 or Nz"ff' rRms 2 L>70SSNOS WY BE ))PWWIJID ONERE PP 2JNIS AR61 COAMLCTCD/Of )SUMCDa S7RENGM 70 CVhrAN flOW UAW? PR[SSVRE. ) _ A CFOS9NOS ARF PFRIIT7ED�ONLY AT WWr.WOIES TF[ SFMR UWd 75N0!/(4 /WSSBL W DEIZ AM 7M U/E Pm D4r Of AM 0 ROW A NM U Or ONE (vusw I T �DUCIL.£ FLW PPf OR PP[ Or MUM NT 57AMM MMU UIEND A OWN OF 7VV ()OJ EiET N UTW cpfr .CN 0r NE 040SS7NG PONT WIN NO JONTS AND THEM FEET /?O') N ALL Ail .C/N7S Of TW XWM LINE WWN r*vm FU7 � Or TPE WIRA UAE & KU Br AN04SED IN CONOW7T ONE FOOT (I' AU AWUNO S THE UNNUU IN7Af7CYVTAL RTWTCT PEOunm fmc-a COT awns ANO mL AkrAs 70 OLWA70A( SEIYAGE aw ow syy7ru CO�WI wrs ma NC Un UfNT INW Tld SU70POUACYNG SM 9MU OC MUR (4) � rW N9ONT Or TIE BINK MDLgMW fgON DIE KP Oct Or The CMNK f I- r IA o7'rnf- r) Alen al 1/1 / -� c' LATERAL PIPING DETAIL N TS. 6' 4" 90' ELL 0 4i TABLE_ 1 cn ��, w ISDS SETBACK REQUIREMENTS 9,:S J'' j Q_ Q) Z5 3j O Q_ J �k J� �cn k� Om A. BUILDING SEWER OR t } Z e EFFL DENT L INES 50 10 25 0 10 10 50 10 10 B. SEPTIC TANKS, FREA TMENT PLANTS, DOSING TANKS 50 10 25 5 ' 10 10 z 50 10 10 C. ABSORPTION TRENCH, 5 SEEPAGE BED, SAND FILTER, 1003 25 25 20 10 25 50 J 25 J ----- SUBSURFACE DISPERSAL SYSTEM D. SEEPAGE PIT SLIT 100 , 50 25 20 25 25 50 ' 25' ----- 6 TRENCH E. LINED EVAPOTRANSPIRA- 710N FIELD OR WASTEWATER 60 10 25 15 10 10 25 10 20 POND F. UNLINED SAND FILTER IN SOILS WITH A PERCOLATION RATE 700 25 25 15 10 25 25 15 ---- s GREATER THAN 60 MINUTES PER INCH G. UNLINED OR PARTIALLY LINED EVAPOTRANSPIRATION 100 25 25 15 10 25 25 15 ----- SYSTEM, WASTEWATER POND OR SURFACE DISPERSAL SYSTEM H. DISPERSAL SYSTEMS d 3 U7ILIZING AEROSOL METHODS 1 pp' 1 p 50 125 10 0 25 10 50 I, LINED SAND FIL TER 60 10 25 15 10 10 25 10 20 ✓. VAULT PRIVY 50 10 25 15 10 10 25 10 10 1. COM°ONENTS MTAg4 ARE NOT wA7m7"r S7I m NOT DmmD MTD AREAS Or ThE ROOr $1'376 or Nz"ff' rRms 2 L>70SSNOS WY BE ))PWWIJID ONERE PP 2JNIS AR61 COAMLCTCD/Of )SUMCDa S7RENGM 70 CVhrAN flOW UAW? PR[SSVRE. ) _ A CFOS9NOS ARF PFRIIT7ED�ONLY AT WWr.WOIES TF[ SFMR UWd 75N0!/(4 /WSSBL W DEIZ AM 7M U/E Pm D4r Of AM 0 ROW A NM U Or ONE (vusw I T �DUCIL.£ FLW PPf OR PP[ Or MUM NT 57AMM MMU UIEND A OWN OF 7VV ()OJ EiET N UTW cpfr .CN 0r NE 040SS7NG PONT WIN NO JONTS AND THEM FEET /?O') N ALL Ail .C/N7S Of TW XWM LINE WWN r*vm FU7 � Or TPE WIRA UAE & KU Br AN04SED IN CONOW7T ONE FOOT (I' AU AWUNO S THE UNNUU IN7Af7CYVTAL RTWTCT PEOunm fmc-a COT awns ANO mL AkrAs 70 OLWA70A( SEIYAGE aw ow syy7ru CO�WI wrs ma NC Un UfNT INW Tld SU70POUACYNG SM 9MU OC MUR (4) � rW N9ONT Or TIE BINK MDLgMW fgON DIE KP Oct Or The CMNK f I- r IA o7'rnf- r) Alen al 1/1 / -� c' LATERAL PIPING DETAIL N TS. 6' 4" 90' ELL 0 H / / / / 8445 CONSTRUCT SWALE AWAY FROM BED Or 455 19460 / = - CLEAN-OUT - - /NV. ELEV. = 8460.50' _ 8465 CLEAN-OUT - / FIELD 'B" PYP/NG / / / - / 6 / � i /NI/. ELE{/ _ 8466.50 . \ _ / / / �- 8470 /NV. ELEV. 8457. TO / � _ 1 GENERAL NOTES 1. All materials, installation practices, setback requirements, etc., shall comply with the Pitkin County Individual Sewage Disposal System Regulations. 2. The E.T. beds shall be constructed so that the bottom is level + 0.1 inches. Place beds in natural ground; no portion of the bed shall be placed in fill. 3. Provide adequate surface water diversion to assure that runoff does not enter the evapo-transpiration bed. 4. Stone shall be 3/4 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 grasses to prevent erosion. 7. The location of the beds may be adjusted in the field to better fit / the site, provided all setbacks are met. CONCRETE DISTRIBUTION BOX 6 �'- 8. Drain holes in 4" perforated " _� __- _ � � pe pipe to be at 30 spacing (2 holes per (2) /000 GAL. CONCRETE-- _ - 475 spacing, 7/32" 0 located at 450 angle from vertical) . - SEPT/C TANKS �� - 8 ��of 61 / / 6 / ��. 4.. D/A. ASTM 3034Cb PVC J0 / , / PIPE 6C / / / / 3 0 ��g� M/N. SLOPE4R PER FT. i �' 8480 l CONSTRUCT SWAL4 / / 1 / 6 I l FROM BED / / / �� . ( TYP. UNLESS NOTED OTHERW/SE AWAY F / / / i A/R VENT / _ � 6g 2 REO D PER BED � 0 dD,IV�- / 6s ( SEE DE TAIL, DWG. No. 2 1 / E / i SEWER LINE INVERT I ' ( CLEAN-OUT ELEV. = 8474.00' SEE DETAIL, DWG. No. 2) i AT BU/LD/NG EXIT i ► i FIELD 'A" I I IR /NV ELEI/. _ 8463.7 UCT SW E / II AWQAY FR M B�D / / / / / / I I I _1 _ yPROPOSED / / / I I / / RESIDENCE OP42419 ®R -_J J_ �,o�_�, 8475Ci / ( / I _ 84 85 CON70UR INTERVALS = P - - I � i SITE PLAN SCALE: /" = 20' m DESCRIPTION REVISIONS 9. 4 PVC tees, air vent caps, should not be glued to enable observa- tions of water level in system and to remove excess salts accumu- lation or surplus water, if necessary. 10. Use risers as needed to bring septic tank access hatch within 6" of finished grade. 11. 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 (51) 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. 14. Mapping shown supplied to Engineer by Owner. Field verify all information shown prior to construction. Notify Engineer of any descrepancies that may. interfere with the intended construction. 15. No vehicular or livestock traffic allowed on bed. 16. Piping material specification: a) For piping locates; in landscaped a,eas, ASTM 3034 PVC pipe may be used. b) For piping located in parking areas and drives, or other areas that may receive vehicular traffic, use Schedule 40 PVC or cast iron. C) Flor distribution piping in beds, use perforated sewer line. 17. Substitution of materials is acceptable provided the Pitkin County Environmental Health Department and engineer are notified and, accept such substitutions. i 18. Location of utilities is absent, utilize Table 1 for the setbacks from such utilities that may be present in the vicinity of facili- ties drawn. Notify all utility owners to locate utilities prior to construction. DESIGN CRITERIA 1. Number of bedrooms = 5 2. Assume 2 persons/bedroom and 75 gpcd. 3. Flow = (5) x (2) x (75) = 750 gpd. 4. Loading rate for E.T. = 0.135 g/sf/dav 5. Bed area: A = Q Where Q = Average daily flow L L = loading rate for E.T. A = 750 = 5556 S.F. 0.135 6. Provide 2 beds: 116' x 24' each for 5568 S.F. 7. The beds may be down -sized to 4454.4 S.F., (2) 24' x 93' beds if water saving fixtures are used in the residence (a 25% reduction in size). SCHMUESER GORDON MEYER INC. S ENGINEERS & SURVEYORS V M 1512 GRAND AVENUE, SUITE 212 GLENWOOD SPRINGS, COLORADO 81601 13031 945 - 1004 GRADOW RESIDENCE PITKIN COUNTY ISDS COLORADO DATE BY CHKD. SEWAGE DISPOSAL SYSTEM JOB NO. DATE I §X I 66E I APPR. BY I 212iLN 9167 10-25A RC I NOTED I ✓SS I / of 2