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HomeMy WebLinkAbout04003E LALo_51 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Permit 4003 Assessor's Parcel No. This does not constitute a building or use permit. Owner's Namee\\\ P r o d NPresent Address PhoneCN T> - System Location I c571 CI Legal Description of Assessor's Parcel No Ek `� l - 0-3-(D)- - 00 cA/G-, 611E00 C DEcen;Lo\- 1 SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity 0 / //v -AZ._ Set25Ai/76777,---7P Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER _ v i �1 •± .Q it e MI Per . ADDRESS 1572 (11, (3 Sr G��-at u l(:'J� S PHONE 37d, -Z2L2 CONTRACTOR _PA iyoi► pp.., (_t�Fa-u �'1 L' Olt a-bt.- - } ADDRESS Pa. �� iit9 Ltit 'd 2 gIIf1/7 PHONE (61–Z2 PERMIT REQUEST FOR ( ) NEW INSTALLATION ( ) ALTERATION ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topograph of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: y� Near what City of Town Si t Size of Lot 34,q ,`lops. Legal Description or Address WASTES TYPE: (.!) DWELLING A:PU) ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER --DESCRIBE BUILDING OR SERVICE TYPE: fp ,5 rd e.c Number of Bedrooms Number of Persons ( ) Garbage Grinder C ) Automatic Washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: {4 WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Sr Was an effort made to connect to the Community System? �C) A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal field) to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope /6 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK ( ) AERATION PLANT ( ) VAULT VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE NT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE CHEMICAL TOILET( ) OTHER -DESCRIBE_ FINAL DISPOSAL BY: ABSORPTION TRENCH, BED OR PIT ( ) UNDERGROUND DISPERSAL ( ) ABOVE GROUND DISPERSAL ( ) OTHER -DESCRIBE ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? /Ce) PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, ifthe Engineer does the Percolation Test) Minutes 6, 0 per inch in hole No. 1 Minutes 6 o per inch in hole No. 3 Minutes //L per inch in hole No. 2 Minutes 2 Co, 67 per inch in hole No. I/ Name, address and telephone of RPE who made soil absorption tests: Seoce-Zett #Si 000 e Name, address and telephone of RPE responsible for design of the system: ab joe, Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests 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 herewith 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 that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signed Date 01 /© 7 /0 V PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! Time 7:55 PM 8:10 PM 8:40 PM 8:55 PM 9:10 PM 9:25 PM 9:25 PM 1171 CR 335, New Castle, CO PERCOLATION TEST 3 -Aug -04 Perc Perc Hole 1 Hole 2 (min) Inches Perc Rate Inches Perc Rat 0 2.000 1.500 15 2.375 40.00 9.000 2.00 15 2.750 40.00 empty nia 15 3.125 40.00 empty n/a 15 3.375 60.00 empty n/a 15 3.625 60.00 empty n/a 15 3.875 60.00 empty n/a PERCOLATION RATE: Average Perc Rate: 60.00 48.89 Use 60 nla Perc Perc Hole 3 Hole 4 e Inches Perc Rate Inches Perc Rate 1.500 2.500 1.875 40.00 3.500 15.00 2.125 60.00 4.500 15.00 2.625 30.00 5.250 20.00 2.875 60.00 5.750 30.00 3.125 60.00 6.500 20.00 3.375 60.00 7.000 30.00 Percolation Test Holes were pre-soaked the evening before by David Miller Percolation Test performed by Bruce D. Lewis, PE 60.00 26.67 DISCONNEG.T AND ABANDON EXISTING SYSTEM. CONNECT `EXISTING 1000 -GALLON TANK TO NEW FIELD, 'INSTALL EFFLUENT FILTER IN, TANK OUTLET. N \ N \. '. 1" •1 t 1 � t N., 4"0 PVC ' SEWER TYP.) N ‘,- .,,INSTALL CLEANOUTS AT AANDLL BI=NDS -EVERY•- \ 140 L.F. (MIN.) • ti. IRRIGATION DITCH (TO BE ABANDON) N EXISTING DRI E ♦♦ 400 • 'NOTE: �'-_ ABSORPTION AREA MUST 'BE_ AT LEAST 'le- 100 L.F. FROM ANY - alidneititip-TS- S ADJACENT WELL ♦ ... . Alltraie � � - t! �.i ��0► -rH a -._. `° INSTALL INSPECTION !, �� 'PORTS -AT -THE END �� �� 0 OF EACH TRENCH �INt ►q 8 ft. pit NEW IRRIGATION -DI•ICH EXISTING IRRIGATION,DITCH GRAPHIC SCALE ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. INSTALL MARKER IF CAP 15 TO BE BURIED. { IN FEET ) 1 loch = 40 11 4"0 PVC SOLID \ PIPE CUT TO FIT 4"0 COUPLING (UNION). USE HOLE SAW TO CUT OUT PRE -MARKED CIRCLE AT THE CENTER OF THE UNIT t\\ 4'0 PERFORATED PVC PIPE. EXTEND PIPE TO REST ON BOTTOM OF BED/TRENCH INSPECTION PORT DETAIL (N.T.S.) MOUND FOR PROPER DRA I NAGE AND ESTABLISH VEGETATIVE COVER PROPERTY LINE ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY, INSTALL MARKER tF CAP IS TO BE BURIED_ 12' M N., CO': ER 36. MAX. COVER 36' STANDARD INFILTRATOR TRENCH DETAIL. (H.T,S.F ' \ \\\/, /\ 4' PVC WYE FINISH GRADE 1 1►ti'-}t13?lillfl7 46,1 L�_J,7, , pp4., r o 0 ! i ' ti ..F _ r. 4'� PVC R I SER • .,(' i.-..0 a oa�c`' �`A �� Q�, T OV 7'%�� • "/1/i , i 11 iltliiVo.- 4"0 45' BEND SII lig 4"op SEWER LINE vj CLEAN T ','ASSEMBLY CLEAN OUT DETAIL (N.r.s.) VICINITY MAP SCALE: 1'-4000' 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL/TREATMENT SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS- THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING ANO CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE LIENTIONED REGULATIONS. THIS DRAWING DOES NOT CONSTITUTE AN 15/15/1575 PERMIT. A PERMIT FAUST BE OBTAINED FROM APPRDPRIATE CITY 0R COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER OF INSPECTION AS REDUIREO BY THE OFFICIALS. A REQUEST FOR INSPECTION MUST BE MADE BY THE CONTRACTOR AT LEAST 48 -HOURS PRIOR 10 THE EXPECTED TIME OF BACKFILLING. 2_ DEMAND CALCULATIONS: 3 BEDROOM5.2 PERSONS/BEDR00M.75 GALLONS/PERSON/DAY: AVERAGE DAILY FLOW.a50 GPD OESICN FLOW-1.5.AVERAGE=675 GPO (q) SEPTIC TANK CALCULATIONS: MINIMUM TOTAL TANK 512E+0.1 DAY/24 HRS.30 HRS -844 OPO INSTALL ONE 1000 -GALLON SEPTIC TANK WITH BAFFLE AND EFFLUENT FILTER ABSORPTION AREA CAICUL.STI0NS: A Q-ANXIIWJM FLOW 5 t=PERCOLATION RATE=80 MPI 675 - 1046 SF 5 USE OF STANDARD INFILTRATOR UNITS IN TRENCH CONFIGURATION: ONLY 30% REDUCTION ALLOWED DUE TO PREVIOUS SYSTEM FAILURE (A=1046.0.70). THEREFORE. AT 45.5 S.F./UNIT, 48 UNITS ARE REQUIRED. RECOMMEND 48 UNITS IN 3,.544 TRENCH CONFIGURATION. 3- $01L5 INhLKMAAIIUN h'ROVIDEU BY H.P. OEOTECH JOB NO. 100 572, DATED DECEMBER 244. 2000. PERCOLATION TESTING BY BOUNDARIES (JUL WI TED INC. WITH RATES=80, 50 AND 27 MPI FOR AN AVERAGE OF 40 MPI. USE 60 MPI BASED ON PREVIOUS SYSTEM FAILURE CONDITIONS. 4. DESIGN OF ABSORPTION FIELD BASED ON PERCOLATION RATE AHO SOIL PROFILE INDICATING 1 -FOOT OF TOPSOIL OVERLYING MEDIUM STIFF TO STIFF CLAYEY 511_1 WITH SCATTERED GRAVELS 10 A PROFILE DEPTH OF 8 -FEET. 5. CLEAN OUTS ARE REWIRED AT THE HOUSE AND AT ALL BENDS AND AT LEAST EVERY 100 -FEET 057145N THE HOUSE 1010 THE SEPTIC TAMC. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER 11G14T 001APONEN15 THROUGHOUT THE SYSTEM TO PREVEN7 INFILTRATION. 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE- PORTS SHALL ME MARKED IF CAPS ARE TO BE BURIED. 8. INSTALL BLUEBUARD INSULATION OVER SEWER AND EFFLUENT PIPE 1VHEREVER DEPTH I5 LESS THAN 3.0 FEET. ONE (1) INCH OF BLLIE80ARD COVER IS EQUIVALENT TO ONE (I) FOOT OF EARTH COVER. 8. LOCATIONS OF ALL COMPONENTS MAY 8E VARIED AS NECESSARY AS LONG AS ALL MI411AUM DISTANCES AND SLOPES MEET THOSE REQUIRED. GENERAL AB9041171VID CH NOM8 1- INSTALL CHAMBER UNITS IN ACCORDANCE WITH MANUFACTURER'S RECCAAENDATIONS 2 3 ABSORPTION LATERALS SHALL NOT EXCEED 100 -FEET IN LENGTH, SHALL PARALLEL THE TOPOGRAPHY AND SHALL 8E INSTALLED IN A RECYANCULAR PATTERN WHENEVER POSSIBLE. THE BOTTOM OF THE ABSORPTION TRENCH SHALL BE LEVEL AND THE TRENCH BOTTOM ANO 510EWALLS MUST BE RAKED TO REMOVE ANY SOIL SMEARS INCURRED DURING THE EXCAVATION. FAILURE TO 00 5O MAY REQUIRE THE CONTRACTOR TO REPLACE THE A650RPT1014 FIELD AT HIS/HER OWN EXPENSE. 4. DRAINAGE SHALES ARE 10 BE PROVIDED ABOVE AND AROUND THE FIELD, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING AB50RP1 ION AREA. 5. N0 EXCAVATION OF THE A050RPTION FIELD 1S TO HE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER THE ABSORPTION AREA 1S STRICTLY PROHIBITED. 6. UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. THE ENGINEER SHALL BE CONTACTED IF UNSUITABLE MATERIAL IS ENCOUNTERED. 7. TOPSOIL COVER MAY BE VARIED (1-7001 MINIMUM) TO ALLOW FOR LANDSCAPING. P O 0 co la FILE NUMBER GILEAD 1 DISCONNECT AND ABANDON EXISTING SYSTEM: CONNECT 'EXISTING 1000 -GALLON TANK TO NEW FIEL k 'INSTALL EFFLUENT FI\LTR IN, TANK OUTLfkT. • • 4"0 PVC ___,- SEWER (TTP.) ',INSTALL GLEANOUTS AT. ALL BENDS -•-- AND EVERY 109 L.F. (MIN.) IRRIGATION DITCH (TO BE ABANDON) • EXISTINGOR/t • 1 1 • • NEW IRRIGATION REICH EXISTING IRRIGATION,„D1TCH GRAPHIC SCALE '- NOTE: ABSORPTION AREA m u sr BE AT LEAST "1,9,rw 100 L.F. FROM ANY .. ---- _ TS. ADJACENT WELLS. '7N alli `° INSTALL INSPECTION ---PORT *T TI;1E END OF EACH TRENC,H • o xc ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. INSTALL MARKER IF CAP 1S TO BE BURIED. 4"0 PVC SOLID PIPE CUT TO FIT \ 4"0 COUPLING (UNION). USE HOLE SAW TO CUT OUT PRE -MARKED CIRCLE AT THE CENTER OF THE UNIT ( to SEF; ) 1. 1 inch 40 IL 8 ft. pit MOUND FOR PROPER DRAINAGE AND ESTABLISH VEGETATIVE COVER op PROPERTY LINE 0' (MIN.) ATTACH REMOVABLE CAP OR THREADED CLEANOUT ASSEMBLY. INSTALL MARKER 1F CAP IS TO BE BURIED. 4'0 PERFORATED PVC PIPE. EXTEND PIPE TO REST ON BOTTOM OF BED/TRENCH \\ 12' M H., cOVER 36' MAX. COVER INSPECTION PORT DETAIL (N.T.S.) 1 - STANDARD INFILTRATOR TRENCH DETAIL (N.T.S.) Kl . \\//, / • \ 4" PVC WYE FINISH GRADE 11151{A3orulif0. 00e 0.1* 4"0 PVC RISER ®a9:ia% � s 1,1 •: c_T+ ��.� Oi _1 'rFF�!' f) nRODfl O�!..."4- 4"0 45' BEND 4"0 SEWER LINE CLEAN OUT CLEAN OUT DETAILsSEMaLY (N.T.S ) 4 4446'10 VICINITY MAP SYSTEM NOTES SCME• 4•.4000' 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFiELO COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL/TREATMENT SYSTEMS. EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. THIS DRAWING DOES HOT CONSTITUTE AN 1SD5/ISYS PERMIT. A PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER OF INSPECTION AS REQUIRED BY THE OFFICIALS. A REQUEST FOR 1N5PECTION MUST BE SHADE BY THE CONTRACTOR AT LEAST 48 -HOURS PRIOR TO THE EXPECTED TIME OF BACKFILLING. OR 2. DEMAND CALCULATIONS: 3 BEDROOM5.2 PERSONS/BEOROOIA.75 GALLONS/PERSON/DAY: AVERAGE DAILY FLOW -450 GPD DESIGN FLOWa1.5.AVERAGE-675 CPD (0) SEPTIC TANK CALCULATIONS. 441NII.4UM TOTAL TANK SIZE•Q.1 DAY/24 HR5.30 HR5.844 GPD INSTALL ONE 1000-CALLON SEPTIC TANK WITH BAFFLE AND EFFLUENT FILTER. ABSORPTION AREA CALCULATIONS: A. 0 Jr 0 -MAXIMUM FLOW 5 (=PERCOLATION RATE.60 MPI 075.J . 1046 SF 5 USE OF STANDARD INFILTRATOR UNITS IN TRENCH CONFIGURATION: ONLY 307E REDUCTION ALLOWED DUE TO PREVIOUS SYSTEM FAILURE (A.1046.0.70). THEREFORE. AT 15.5 S.F./UNIT, 46 UNITS ARE REQUIRED. RECOMMEND 48 UNITS IN 3.16 TRENCH CONFIGURATION. 3 SOILS INFORMATION PROVIDED BY N.P. GEOTECH JOB NO. 100 672, DATED DECEMBER 29, 2000. PERCOLATION TESTING BY BOUNDARIES UNLIMITED INC. WITH RATES -60, 60 AND 27 MPI FOR AN AVERAGE OF 49 DPI. USE 60 MPI BASED ON PREVIOUS SYSTEM FAILURE CONDITIONS. 4. DESIGN OP ABSORPTION FIELO BASED ON PERCOLATION RATE AND 501L PROFILE INDICATING I -FOOT OF TOPSOIL OVERLYING MEDIUM STIFF TO STIFF CLAYEY SILT WITH SCATTERED GRAVELS TO A PROFILE DEPTH OF 6 -FEET. 5. CLEAN OUTS ARE REQUIRED AT THE HOUSE AND AT ALL BENDS AND AT LEAST EVERY 100 -FEET BETWEEN THE HOUSE AND THE SEPTIC TANK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS THROUGHOUT THE SYSTEM 10 PREVENT INFILTRATION. 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL ME MARKED IF CAPS ARE TO BE BURIED. B. INSTALL BLUEBOARD INSULATION OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH 15 LESS THAN 3.0 FEET. ONE (1) INCH OF 9LUE90AR0 COVER IS EQUIVALENT TO ONE (1) FOOT OF EARTH COVER, 9. LOCATIONS Of ALL COMPONENTS MAY BE VARIED AS NECESSARY A5 LONG A5 ALL MINIMLRA DISTANCES AND SLOPES MEET THOSE REQUIRED- CfERN- ABSC PIXI ! TFIBNCH NOTES 1. INSTALL CHAMBER UNIT5 IH ACCOROANCE WITH MANUFACTURER'S RECOMMENDATIONS 2. ABSORPTION LATERALS SHALL NOT EXCEED 100 -FEET IN LENGTH. SHALL PARALLEL THE TOPOGRAPHY ANO SHALL BE INSTALLED IN A RECTANGULAR PATTERN wHENEIFER POSSIBLE. 3. THE BOTTOM OF THE ABSORPTION TRENCH SHALL BE LEVEL AND THE TRENCH BOTTOM AND 51DEWALLS MUST BE RAKED TO REMOVE ANY 501_ SMEARS INGJRRED DURING THE EXCAVATION. FAILURE TO DO 50 MAY REQUIRE THE CONTRACTOR TO REPLACE THE ABSORPTION FIELD AT HIS/HER OWN EXPENSE. 4. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE FIELD. AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 5. NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER THE ABSORPTION AREA 15 51RICTLY PROH181TED- UNSUITABLE MATERIAL EXIST1NG WITHIN THE FIELD SHALL BE EXCAVATED AND BAERE111 SHALL CONSIST OF ONSITE SELECT OR PIT --RUN MATERIAL. THE ENGINEER SHALL 86 CONTACTED IF UNSUITABLE MATERIAL 1S ENCOUNTERED. 7. TOPSOIL COVER MAY 8E VARIED (1 -FOOT MINIMUM) TO ALLOW FOR LANDSCAPING. A V io 1.1a 0 r8 U Ill 4 5 FILE NUMBER GILEAD I