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Home My WebLink About02835 , 1 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2 8 3 5 1098th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945-8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Owner's Name Roger Eichler Present Address Box 82• Eagle, CO Phone 574 - 9400 System Location County Road 259, Rifle Legal Description of Assessor's Parcel No. SYSTEM,QESIGN SEC _ /vyu Jett/ Septic Tank Capacity (gallon) Other SV r k /,n $yS 28 $ Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: D e - Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation r� System Installer 4- 0 /.(6 5 C� X C 4 VA j/ tr ( "" ... 6 Septic Tank Capacity C) (� � E SSC�2' t _ Septic Tank Manufacturer or Trade Name W 4(r E Septic Tank Access within 8" of surface I �' £ 1' C C f Absorption Area ( c� p O T 2 ) Absorption Area Type and /or Manufacturer or Trade Name 1/1/ !q f 7 c " t- A r rF Pt Adequate compliance with County and State regulations/requirements Other /� A //' Date ' (7 ', - Inspector/' ' ` w `� RETAIN WITH RECEIPT RECORDSAT 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 )ail or both). 1 White - APPLICANT Yellow - DEPARTMENT 4.200" , INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION • OWNER _ Jo%. F: ADDRESS B R2 f.wI C' ,l„ PHONE Quo S2'!•2goo CONTRACTOR Saw. . ADDRESS PHONE PERMIT REQUEST FOR ( NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography 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: Near what City of Town S. It Size of Lot /`/ 5/2 Ae r..s Legal Description or Address WASTES TYPE: ( DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON- DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms 3 Number of Persons / ( vJ Garbage Grinder ( s? Automatic Washer (Li Dishwasher SOURCE AND TYPE OF WATER SUPPLY (✓f WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COM\f 7'JITY SEWER SYSTEM: 3 41.1. Was an effort made to connect to the System? 42.' ,u• •I_ir•. . r• .iiit•s 1 hr' . 1• • it. v_NILL 1' _ • • 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 to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL, NOT BE ISSUED WITHOUT A SITE PLAN. CiROI;ND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope ✓' •J • f TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( of SEPTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) LNCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: ( ✓f ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? 1). PERCOLATION TEST REST1!TS• (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. I Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. Name, address and telephone of RPE who made soil absorption tests: Name, address and 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 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 e Date 7-74-57 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 , • % _ { o { t Z \ _ \ I & Rc / \ } _ o 2 / - -- - - ° - ® � r _ \ - ,1�_2 13,2 13 °Ar �� ` _ / (' I 8.. - F. / \ \ L / _ /) : lob \a \ \ R � • . r. Ft \ ri - &� . _ • \�. - \ y Y 'Co ® /V , \ / $� \/ 22 - k 2. 7 (� / iti / z ___----"....... // : _ Cr : N ' s �� o t ® l Sop. 25 '97 21 :18 K..GILBERT FRY 719 -539 -5921 P. 2 w , KEM AND JENNY' OILBERT MIT SEMI PA1102f UM AUANA MIA, CO 87112 719.7 s Mt 7198114083 �T7N'IGV.SJ � / G �l� �o B3 5 � vnui 2 P.O. BOX 894 AVON, CO 81620 REF: ISDS FOR 8BRDROOMHOME LOCATED IN GARFIELD COUNTY, COLORADO 3 BEDROOMS ® 160 GAL. EACHX 15006 a 675 GALLONS PEAK DAILY FLOW DUE TO THE HIGH QUALITY OF EFFLUENT PRODUCED BY THE DELTA WASTEWATER AEROBIC TREATMENT PLANT (97% CLEAN AS TESTED BY THE NSF), GEO -FLOW DRIP IRRIGATION TUBING SPECIFICALLY DESIGNED FOR WASTEWATER WILL BE UTILIZED INA SUBSURFACE DRIP IRRIGATION SYSTEM THIS SYSTEM WILL BR USED ONLY TO DISPERSE THE EFFLUENT. THE SOIL WILL NOT BE REQUIRED TO PROCESS WASTE, TAUS ELIMINATING ANY CHANCE OF FIELO FAILURE DUE TO SOLIDS OR 81O-MAT BUILDUP. BEFORE ENTERING THE DRIP GRID, THE EFFLUENT WILL PASS THROUGH A FILTER MANIFOLD CONSISTING 072• ISOJIfESH STAINLESS STEEL SELF-CLEANING CYCLONE FILTERS THE FILTER MANIFOLD REDUCES THE CHANCE OF DRIP LINE BLOCKAGE THE DRIP GRID SHOULD BEFLUSIIF2) WITH CLEAN WATER EVERY 6 MONTHS. AS WITH STANDARD SEPTIC SYSTEMS. CAUTION SHOULD BE EXERCISED IN WIIAT MATERIALS ARE PUT INTO THE SYSTEM. A COMPLETE LIST OF PROPER CARE AND MAINTENANCE WILL BE PROVIDED TO THE OWNER THE AEROBIC PLANT SHOULD BE PUMPED EVERY 2. DEPENDING ON CARE AND USAGE OF THE SYSTEM. IFA GARBAGE DISPOSAL I3 USED IN THE HOME, A 500 GALLON PRE-TRAP TANKSFIOVLD BE INCORPORATED INTO THE SY,S77£M, LOCATED BRFY)RE THE AEROBICTANK A HIGH WATER ALARM AND A LOSS OF POWER ALARM WILL BE INCORPORATED INTO THE SYSTEM. SET DRIP FIELD TO DOSE 10 MINUTES EVERY 2 HOURS (100 GALLONS /DOSE), 120 MINUTES OF DOSING PER DAY, ASSUMING FLOAT SWITCH IS AT DOSING LEVEL. e EACH EMITTER WILLIDLNDI.ELOOPH @ 23 PSL p4 * OOP - it fr 4ir or: co Sep.25 '97 21:20 K. GILBERT FAX 719 -539 -5921 P. 3 0. 675 GPO/ (1,5 GPM x3 HOURS) a 233f &fl•!"1nfti• MTH if FT. SPA CZMJ DSTWEEN EMITTERS, 500 FT. OF DRIP LINE WILL SUPPLY 250 EMITTERS. ON•SITE PROFILE HOLES SHOWED EVIDENCE OF GROUND WATER PRESENT AT 5- 6FEET BELOW GRADE. 8 TEST HOLES WEREDUC TOA DEPTHOF2I7rAND -- -- - --- - SATURATED. THE RATE FOR THE THREE HOLES WAS 2$ MIN /IN, INDICATINGA LOAM SOIL. A VISUAL INSPECTION OF THE SOIL SHOWED SOME FINE GRAINED SAND PRESENT. THE TOTAL SURFACE AREA REQUIRED TO DISPOSE OF 100 GAL /DAY UTILIZING GEO -FLOW DRIP TUBING INA LOAM SOIL OR SOILS WITH SIMILAR HYDRAULIC COND FT.THEREPORE: 6.75x 115 = 178.25 SQ/FT. • WITH IO RUNS OF DRIP - LOVE - OSOFTIRUN ,• SPACED 2F7'. APART, - THE TOTAL.... : - SURFACE AREA =1,000 SQ/FT. EXCAVATE AN AREA 20'X 5O'X 1' DEEP (MAINTAIN 4' SEPARATION BETWEEN DRIP LINES AND GROUND WATER). SAVE TOPSOIL FOR LATER USE. BED) EXCAVATED AREA WITH 1 -2 M. OF PEA GRAVEL. BUILD DRIP GRID IN EXCAVATED AREA AS SPECIFIED ABOVE, BED LINES WITH PEA GRAVEL IN ORDER TO PROTECT rams FROM SHARP ROCKS DURING BACKFILLIN°. ADD 2 mans OP ST'R.tw.. &4CR'FTLL WM7i aFZ'ST' OP IAIPORT'ED MATERIAL. REPLACE TOPSOIL PREVIOUSLY EXCAVATED AND SEED W1'1''H NATIVE GRASS. (1r SO DESIRED, A TRENCH SYSTEM CAN BE UTILIZED TO BUILD THE DRIP FIELD BY TRENCHING DRIP LINES IN AT A DEPTH Ur' 1 FOOT AND ADDING AN ADDITIONAL 2 FRET OF COVER). COLLAPSE OF THE BYHUALAN OR ANIMALS IS NOT A CONCERN, HOWEVER, DUE TO FROST PENETRATION, TRAbW!C OVER THEPJSW Sl/UULD BEAVO1DED DURING PERIODS OF FREEZING WEATHER DRIP GRID ?OBE USED ONLY WITH THE WHITEWATER AEROBIC SEWER TREATMENT PLANT INSTALLEDASPER MANUFACTURERS INSTRUCTIONS. Aff 'tea ' F F � � i f o k 'Fo 0 0* Sep.25 '97 21:21 K.GILBERT FAX 719 -539 -5921 P. q 1.111.1 11.1111 BO AND JENNY OfLBiRf P.O. P.Q BOX 1106 MAMA VISTA OM MI ;� Mt 719-}2'1-20®7 716927.908.4 PERCOLATION TEST RESULTS HOLE M DEPTH PERCOLATION RATE 24" 81 MIN /IN S 24" 26M1N /IN 8 24" 26 MIN/ IN AVERAGE - 27.67MIN /IN 4 G y M Q F — .tee...- Sep. 25 '97 21:21 K.GILBERT FAX 719 -539 -5921 P. 5 C4 I > 9 CI 811 i g 1 o 6 o IFF ; �0 _ 0 _ _ _ plzi ilk_ _ _ V) .. . . iiin< ..... cA_ .... l i iJ i Q N O O 4 hi v / firs,:. � • / �f F it v 4, Sep.25 '97 21:22 K.GILBERT FAX 719 -539 -5921 P. 6 .p. w N ►" y � �� > t: 4 Pi' g A g t� o5 c n VI 8 h' sg i c ,,, i 7 0 0 1 wi 0 1 •CI g Cn6) V d a . 4 A g 1 n 0 . Is l c • • 2 • r_ pli el cn rn g o him< ci) Cii t l w k< rr r 4 hi q5 4 .., eittf fr,,irt-Ne x tt?" T I OM aiticc5 d Q