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Home My WebLink AboutApplication - PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601- Phone: (970)945-8212 Fax. (970)384-3470 Parcel No.Subdivis¡on Section Township Range Pemt No. SEPT-{ 2-10-1863 Permit l¡'pe; Septic Permit Wo*Ctassifrcatbn: New Permit Sfatus: Active lssr¡e Date: 121612010 Expires: 1210612011 0354 WTLLOW LN GARBONDALE, CO 239335400022 Owner lnformation Address Phone Cell po box 1353 Carbondale CO 81623 963-3499Robert Hutton Gontractor(s)Phone Primary Contractor OWNER Yes Proposed Construction / Details ADDING A DOSING TANKAND MOVING LICHFIELD FEES DUE FEES PAID Required lnspections For lnspections câll ' I (888)868-5306 lnspection IVR Fee Amount Septic Fee - New Total: $73.00 $73.00 lnv Total Paytype Amt Paid Amt Due lnv # SEPT-12-10-20725 $ 73.00 Check# 121 $73.00 $ 0.00 Building Department copy Valuation: Total Sq Feet: $ o.oo 0 See Permit Record 2Monday, December 6, 2010 GARFIELD COLINTY SEPTIC PERMIT APPLICATION 108 8th Stueet, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax:970-384-3470 / Inspection Line: 888-868-5306 I Parcel No: (this information is available at the assessors offìce 970-94t9134))Bg3-3Éq-ôÒ-oâà 2 Job Addrcss: (ifan address has not b_een assigned, please providc Cr, Hwy or Strcct Namc & City) or and lcAal dcscriptionû3fq l,il,'llu* l.,u- i...r^l,o,vJ..lç i ¿. 6ii.'LA 3 Lot Size: ,/. V/ ¿.ce rs Lot No:Block No:Subd./ Exemption: 4 Owner: (property owner) ¿1ub'u.4 E. Í{ u*/1^, Mailing Address Pt.ß, / 3 -t.3 .^,r--l:fr, Ph: 7ós-7 ?7î AIt Ph: 5 Contractor: -Je lf Mailing Address Ph:AIt Ph: 6 Engineer: Éurtruáo ".',a.¡lu/, ),"', A) / ¡, , MailingAddress 923 coaP gr lutnil" 2ôÍ G/¿¡tua*1 <æ, (^. î/Gô I Ph: q)0 *94,T-.f2s 2- AIt Ph: 7 PERMIT REQUEST FOR:( ) New lnstallation réa..r.fi) Alteration ( ) Repair 8 WASTE TYPE:ng Domestic wastes ( 9 Garbage Grinder þ4)Yes ( )No BUILDING OR SERVICE TYPE: Number of bedrooms t0 lf supplied by COMMUNITY WATER, give name of ,xwELL ()sPRrNG ()STREAMORCREEK ()crsTERNSOURCE & TYPE OF WATER SUPPLY: 11 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: I YVl l,lG Was an effort made to connect to the Communíty System? YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN l2 r,ue 2 /e<fGROUND CONDITIONS: Depth to 1d Ground Water Percent Ground 13 TYPE 0F tND|VIDUAL SEWAGE DTSPOSAL SYSTEM (ISDS)PROPOSED: ( )Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Recycling other use ( )Pit Privy _ ( )lncineration Toilet ( )Chemical Toilet( )Other-Describe '4hçcrr¡f¿ôN ,/Y/¿¿tucl pt'//' I)as'tn'.¡ f..p k 14 þfrbove Ground Dispersal ( )Evapotranspiration üQand filter( )Absorption trench, Bed or Pit ( )Wastewater pond FINAL DISPOSAL BY:( )UndergroundDispersal( )Other- Describe 15 Will effluent be discharged directly into waters of the state? ( )YES ,{0 16 PERCOLATION TEST RESULT: (to be completed by Registered Professional Enginee¡ if the Engineer does the Percolation Test)Minutes_ per inch in hole No,1Minutes_ per inch in hole No.2 Name, address & telephone of RPE who made soil absorption focl' Mi Minutes_ per inch in hole No.3 per inch in hole No,_ Name, address & telephone of RPE responsible for design of the system Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewiih and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand ihat any falsification or misrepresentation may result in the denial of the application or revocation of any permit.granted based upon said application and legal action for perjury as provided by law. 14 -1- t7 OWNERS SIGNATURE V 7.r[.¿'u DATE c Y- tâ,/ üT3 STAFF ONLY Permit Fee: ?3 Perk Fee: 6n(lln eered Total fees:?3-Building Permit #: - Septic Permit #:#Pt^h.:l[t663 là-&-åDlo Issue Date: DATE Account Account: R011283 Location Parcel Numb er 2393-3 5 4-00-022 Situs Address 000354 WILLOW LN City Carbondale ZipCode81623 Tax Area 0l I - IR-MF - 011 Legal Summary Section: 35 Township: 7 Range: 88 TR IN LOT 8 & 12 Transfers Sale Price Tax Year Taxes Owlrer Informatiqn Owner Name HUTTON, ROBERT E & REBECCAR Owner Address PO BOX 1353 CARBONDALE, CO 81623-1353 Doc Type RES RES QCD QCD -Im-ag,e,go GIS Page 1 ofl Ass_essment History Actual (2010) $365,000 Primary Taxable $29,050 Tax Area: 0ll Mill Levy: 83. I 060 Type Actual Assessed Acres Land $365,000 $29,050 1.910 Book Page B:0793 P:0621 B: 0793 P: 0616 B:0793 P:0623 B: 0793 P: 0618 Sale Date tl/19n990 tU1911990 t0t17t1990 10t17t1990 t 2010 2009 $1,658.04 $1,658.04 * Estimated https:llact.garfield-county.corn/assessorltaxweblaccountjsp?accountNum:RO11283 12l3l20r0 aa EX. 3 BEDROOM HOUSE I oa EX. GARAGE EXISTINC TANK (1 ooo-GALLoN?) TO REMAIN I -x- x -1*.-X \ \ \\ -X I\f ,/ -/ ./\---l<-/ ð*o QJ*LO* :.4 .Xo- I ABSORPTION MOUND (STE DEIAILS) RETOCAÌE FENCE AS NECESSARY NSTALL NEW,iOOO_GALLON CONCRTTE DOSING TANK NSTALL ALARM ON HOUSE 1oR cA AGE. -- <n ¡,cK 8O' sL-Xr¡.eLÉ /-FqqY ið'io*n \ $l"t" EXISTING WELL 2,,ø SCH 40 PVC TO FIEL (TYP.). r'/ATNTATN PosrTrvE DRAINAGE BACK TO DOSING TANK. INSULATE WITH 2,' OF BLUEBOARD OVER PIPT, 24,, WIDE. NOTE THE TANIK SHALL BE INIITIALLY WATERPROOTID INJ THE YARD BY N/EANS OF TESTING, GRINDING AND GROUTING. THE INSIDT OF THE TANK SHALL ALSO BE SIVOOTH GROUTED. THE TANKS SHALL BE STCONDARILY WATERPROOFED AT THE CONSTRUCTION SITT BY MEANS OT WRAPPING THE SIDES OF THE TANK WITH A BITUTHENE@ lvlE[/BRANE. THE TANK SHALT BE PRIltlED WITH BITUTHENE@ PRIMER B2 OR WP-3OOO, DTPENDING ON THE TEMPERATURE AND TANK CONDITIONS. I I I i I IPRopÊRTY I Y :_.1 .':.j' : sttïElt t{oTE8 GRAVEL DRIVE 1.ALL CONSIRUCTION SHALL BE IN ACCORDANCE WIIH IHE GARFìELD COUNTY REGULAIIONS OF INDIVIDUAL SEWAGE DISPOSAL/TREATMENT SYSTEMS, EVEN IHOUGH ALL SUCH REOUIRÊMENÎS ARE NOT SPECIFICALLY NOTE0 ON THE DRA'¡VINGS. THE CONïRACTOR SHALL BE RESPONSIELE FOR KNOWNG ANO CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENIIONED RECULATIONS. THIS DRÁWNC DOES NOI CONSTITUIE AN ISDS/ISTS PERMIÍ. A PERMIT MUST 8E OBIAINED FROM APPROPRIATE CIIY OR COUN'TY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCIED SYSIEM BEFORE BACKFILL AND PROVIDE A LEIIER OF INSPECTION AS REOUIRED BY THE OFFICIALS. A REQUEST FOR INSPECTION MUST BE MÀDE BY THE CONTRACIOR AI LEAST 48-HOURS PRIOR TO THE EXPECTED IIME OF BACKFILLING, DEMANo IALCU!ÂIIONSI 3 BEDRooMS . 2 PERSoNS/BE0ROOM . 75 GALLONS/PERS0N/DAY: AVTRACE DAILY FLOW=450 GPD 0ESIGN FLOW=1.S'AVERAGE:675 GPD (O) l-< /2. SEPTIC TANK CALCULATIONS: MINIMUM TOTAL TANK SIZE=O'1 DAY/24 HRS'30 HRS=844 GPD USE EXISÍING SEPTIC TANK, ¡NSTALL EFFLUENT FILTER. IHE CONIRAC'IOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WAIÊR TIGHI COMPONENTS THROUGHOUT THE SYSTEM TO PREVENÏ INFILfRA'TION. INSTALL RISERS AS NECESSARY IO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL ME MARKED IF CAPS ARE IO BE BURIED. ABSORPIION ÂREA CALCULATIONS: MINIMUM SAND FILL LOADINC AREA (1OP OF SANDS) A = AVERÄGE DAILY FLOW = 675 = 711 S.F. APPLTCAITON RArE O.95 GPDiIS.F. .ÂPPLICATION RATE OF O,95 GPD/S,F. ALLOWS FOR GARBAGE GRINOERS DESIcN OF ABSORPTION MOUND BASED ON HISTORICAL KNOWLEDGE OF GROUND WAÍÊR BEING ENCOUNTERED AT A DEPTH OF 18_INCHES EELOW THE SURFACE,. MOUNO SYSIEMS ARE SIZED EASED ON THE APPLICATION RATE OF SAND. PERCOLATION TESTINc IS NOT NEEDEO TO ENCINEER A SYSTEM Af ÏHIS SIÍE, THIS SYSIEM IS SIzED FOR 1YPICAL DOMESTIC WASfES ONLY. BACKWASH OR FLUSH¡NG FLOWS FOR REVERSE OSMOSIS UNITES OR WAIER SOFTENERS AND/OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSIEM. CLEAN OUTS ARE RÊOUIRED AT THE HOUSE AND AT ALL EENDS AND AT LEASI EVERY lOO-FEET BEÌWEÊN THE HOUSE AND THE SEPTIC TANK. 3. 4. 5. 7. a. 9. 10. INSIALL BLUEBOARO INSULATION OVER SEWER AND EFFLUENf PIPE WHEREVER DÊPfH IS LESS THAN J.O FEET, ONE (1) INCH OF BLUEBOARD COVER IS EQUIVALENT TO ONE (1) FOO'T OF EARIH COV€R. SITE PLAN INFORMATION FROM AERIAL ÄNO COUNTY GIS MAPPINC. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEEI THOSE REOUIRED. IþtñD 8IãIEil SPECfþATK'iE 1. GRASS, SHRUBS ANO TREES SHALL BE CUI CLOSE TO THE GROUNO SURFACE AND REMOVED FROM ÌHE MOUND AREA, 2. THE MOUND SITE SHALL BE -IILLED IO A DEPTH OF 8 INCHES IO ROUCHEN IBE SURFACE AND IÑCORPORÁTE THE VEGEÍAIION, THIS CAN BE DONE W¡IH À PLOW OR CHISEL IEETH MOUNTED ON A TOOL BAR AÍTACHED TO THE BUCKET OF A BÀCKHOE. 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA, 4. PLACE THE PROPER DÉPTH OF SAND, THEN TORM IHE SAND/GRAVEL INIERFACE AREA WTH THE AREA BOTTOM BEING LEVEL. 5. lHE SAND MUSÏ BE THOROUGHLY SETTLEO BY FLOODING OR OTHER MEÁNS BEFORE THE DISTRIBUTION IS PLACE AT THE FINAL GRADE, 6. SAND USED SHALL BE AS FOLLOWS: SIEVE SIZE %PASSING 4 100 40 50-55 200 <15 UNIFORMITY COEFFICIENT=D5o/D1o<=4. TYPICALLY CONCREIE OR MASONRY SAND IS ACCEPIABLE- DO NOT USE PLAYGROUND OR RODEO SAND. 7. PLACE IHE SCREENED ROCK (AGGREGAIE) 'TO THE SPECIFIED DEPTH AND AREA. 8. PLACE THE PRESSURE DISTRIBUIION PIPE. CONNECI II IO IHE SEWER AND COVER WTH AGGREGAIE. 9. COVER IHE ACGREGATE WTH A GEOTEXTILE FILTER FÂBRIC. 10. PLACE A MINIMUM OF 12 INCHES OF SUIIABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND, 11. FINAL GRAOE 'THT MOUND ÀND SURROUNDING AREA WTH LIGHT WEICHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULAÍ€ NEAR fHE MOUND. 12, SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION, LANDSCAPE WTH SMALL SHRUBS AND PLAÑIS AS DESIRED. DO NOT PLANT TREES ON THE MOUND. 1J. PROVIDE POSITIVE DRAINAGE OF SURFACE WAÌER AWAY FROM MOUND AREA USING ORAINAGE SWÁLES A5 NECESSARY. NORTH GRAPHIC SCALE 30 30 ( rN FEEr ) 1 inch : 30 ft. 15 60 s/0 ¡l À,. Surveying & 923 Coouer Avenue Suiie 20I ilenwood Springs, CO 8 I 6O I tele: 97O.945.5252 fax: 97O.384.2833 Client lnformation: Robert & Rebecca Hutton 0354 Willow Lane Carbondale, CO 81623 970.963.3499 Èg E € Ëi BëEaEonaoı$Ë Ë,ôs s Ëq -a06c)8\?ı *$r-È 's b\\ m c .o .9. o cc o 6o oz 10024C ISDS Desionei DJvù' Date: 111)Ol3ô PROJECT NO, 10024 FILE NAME: Drafter: DJW Sheet 1 2,' PVC MANIFOLD PIPE DRILI 1/4"ø HOLES 48" ON CENTER FOR ENTIRE LENGTH OF ALL LATERALS, SE-T PIPE 4-#4 REBAR TrE DOWNS (MrN)SO HOLES ART ON IHI BOTTOI/ t8' TANK ANCHORAGE 1,5 C.Y. CONCRETT BLOCK ON EACH SIDES OF TANK 2- #4 REBAR 2t 6" (MrN.) NOT[: ALL PIPING MUST DRAIN EACK TO DOSING TANK REIVOVABLT CAP SEPTIC/DOSING TANK ANCHORAGE DETAIL 4 - 1/2"ø HOLES (N.r.s.)PIPE LATERAL LAYOUT (N.r.s.) DISTRIBUTION PIPE 4,' ø SOLID PtPE 2" SOLID PVC FROI\¡ DOSING TANK PLACE ADJACENT TO DISTRIBU-TION PIPE A SOLID CAP FOR SUPPORT @ BOTÏOI/ OF BTD 4'' ø PERFORATED PIPT WRAPPED WITH FILTER FABRTC (WrrHrN SANDS) 45'+ OF SAND BED COMBINATION AIR VENT & INSPECTION PORT DETAIL ¡/AL (N.r.s.) 4'' X 4" TREA-TED POST OR PLACE ON BUILDINC TLTC. JCT. BOX RrsER(S) rO GROUND SURFACE 2" AIR VENT ll ?"Ð INLTT CAULK/SEAL WELL 2'' FEIDER LINT TO FrtLD, SLOPED AT 1/8" PER FT. MIN. SHALL DRAIN BACK TO TANK AFTIR EACH PU[/P CYCLE. OF SAND 2,' PERFORATTD PVC DISTRIBUTION LAÏERAL A QUICK DISCONNECT OR UNION MOUND PLAN VIEW COIL AND TIE AN ADDITIONAL 1O' OF WIRE FOR PUMP REI\/OVAL (N.r.s.) SUBMERSIBLE WASTEWAIER PUMP DISTRIBU IION LATERAL BED OF 1_1/2'' SCREENED ROCK, 12" (MrN.) SET PU[/P APPROX. 8,, OFF FLOORFILTTR FABRIC OVER GRAVEL 3 [irN. 1 1. SWITCHTS TO BE MERCURY FLOAT TYPE. 2. FLOAÍ SWITCH DIMENSIONS ARE BASTD ON A COPELAND IOOO GAL. TANK. (crSTERN) AT APPROXTMATELY J DOSES ptR DAy. J. DOSING TANK SHALL BE OF WATTRTIGHT CONSTRUCTION,4, ALARM SHALL BI BOIH AUDIBLE AND VISIBLT, LOCATED ON THE HOUSE OR GARAGE AND ON A CIRCUIT SEPARATE FROM THE PUIvlP, 5. PUMP SHALL BT CAPABLE OF AT LEAST 20 GPM @ 15 FT. OF HEAD. (ELEVATION DIFFERINCE AND PIPE LTNGTHS SHALL BT FIELD MIASURED BY CONTRACIOR AND REFERRED TO ENGINÊTR FOR VERIFICAIION OF PU¡/P PARAMETERS. ) DOSING TANK ARRANGEMENT 30,' SAND FILL, SEE NOÏES FOR MINIMUM BASE AREA 4.O' MIN. ABOVE GROUNDWATER -J 18"t TO GROUNDWATER MOUND SECTION DETAIL J0' (MrN.) 2'"SCHIDULE 40 PVC. råov bosr¡rc rerr. ¿ +N 'TOE OF GRAVEL BED WELL NO.PERFORATION ON, PIPEEND (TYPS 6 où ÐÉ_ "ALARM u__rl -]-LI ¿ N Ð o æ ,,OFF'' WEIGHT "oN" PLOWED SURFACE (N.r.s.)(N.r.s.) Surveying & 929 Coooer Avenue Suiie 20l Glenwood Springs, CO 8l60l tele: 97O.945.5252 fax: 97O.384.2833 Client lnformation: Robert & Rebecca Hutton 0354 Willow Lane Carbondale, CO 81623 970.963.3499 E(¡)ç E8*€s?R9 äÈ.v.eou)o=< ËËþË € òðÆEØ\,\ *$-r- È's È lÉ\ co c.9't o(r o 6ô oz PROJECT NO, 10024 FILE NAME; 10024C ISDS Des¡onei D,n l' Dralter: DJW Date: 1 1 129130 Sheet 2