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Home My WebLink About02296 , j . ¶ [[ t �_ GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N 2 2 9 6 r r 109 8th Skeet Suite 303 ' Assessor's Parcel No. Glenwood Springs, Colorado 81601 4t 9 Phone (303) 945 -8212 t This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. t Y , PROPERTY ' T t ti Owner's Name Steve & Kim Ochio Present Address 4366 CR 100 Carbondale Phone 963 -9791 1 System Location County Road 100, Carbondale (+{ Legal Description of Assessor's Parcel No. i 4 i SYSTEM DESIGN 1 * I I S (1 / /i /000 Septic Tank Capacity (gallon) Other { 7 . 6 Percolation Rate (minutes /inch) Number of Bedrooms (or other) 3 Required Absorption Area - See Attached writ J An fort T O 4 a NC H . pc S �l r jI7 d 117 I 34X0 ? 0 1 _ Special Setback Requirements: -'2 $' CJ ` f J `� _ r Date ( l f 941 Inspector . Mi / 42/ _ 1. FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer - 3-6 E 7 CO<d1 C I0 p Septic Tank Capacity /147Depe; r 0 1 Septic Tank Manufacturer or Trade Name -b p&el.w.rd S Septic Tank Access within 8" of surface C f7 Absorption Area 3 /7 fJ 4 S. f /Y et' Yore. i 1' 9 t Absorption Area Type and /or Manufacturer or Trade Name f 1t a , / TiE'ri 7h j r Adequate compliance with County and State regulations /requirements 44 -s f Other . ` Date IL: - 9 Inspector «'. L/ K .ad:r c--- RETAIN WITH RECEIPT RECORDS AT COONST 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). Applicant: Green Copy Department: Pink Copy I F OCAS` o 3 Q2 p ,rnc• rn9rc _ Ft• c Pr AVr p245 X 75 /i c X /..5 r C73 O P° Gs x2. = 3 ?7,3 3`17,30 x Go% : 7. C55 Cfrs> G3G G SCo = C36 TR2NCM re's (Pro re's NricfnAfan - 3 /9 e /7 3 $0 # 20 con NGfork TiVere s o n. ,o4 38 .o * 23 re s k-C9-1K Application JNDIVIDT JAI , SEWAGE DISPOSAI. SYSTEM APPT JCATION Approval By County Official OWNER S }cuc a,na Kph, OCM0 /� /J/// ADDRESS 4Prb CCU& 110.2d ,W. (dit/rnc/444 l() P OZ PHONE VG -39n/ / CONTRACTOR/,//! / 6% r 8'A ADDRESS PHONE PERMIT REQUEST FOR: k0 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). J.00ATION OF PROPOSED FACII .ITY : County , herA-- d Near what City or Town (1 afzbondak- Lot Size { 19 03 w1C4C S Legal Description P /Cast .5'. ki hick, - G //ac_Ard WASTES TYPE • x3 Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non - domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: rim //7 Dix 1in9 Number of bedrooms , '3 J Number of' persons Z Garbage grinder (k) Automatic Washer (D Dishwasher ,SOT JRCE AND TYPE OF WATER SI JPPI,Y: mQ well () spring () stream or creek Give depth of all wells within 180 feet of system: /V /- If supplied by community water, give name of supplier: /V /4 (TROTIND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: None: in Ale /I Was an effort made to connect to community system? NO TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: S Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: FINAL DISPOSAL BY: ( ) 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? 4(2 SOIT, PER COT ,ATION TEST REST J1 TS (To be completed by Registered Professional Engineer) Minutes 8 per inch in hole No. 1 Minutes 8 per inch in Hole No. 3 Minutes 10 per inch in hole No. 2 Minutes per inch in Hole No. _ Name, address and telephone of RPE who made soil absorption tests; .S /rucn 1- Pay kit, P1. tl t Co k c h r Znr so20XL4 /S¢. 6knwwi f , s.(0 ailm/ 303 94c 9488 Name, address and telephone of RPE responsible for design of the syste 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 purposes 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 adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements 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. 70�4. is7X1i Date js ne /7 1/9q# Signed kiv `' lJ 'o r 007 fO s ;'/ pi .EASE DRAW AN ACCTTRATE MAP TO YOTJR PROPERTY 314 c-5 lGG /l�prox 1 m, e off the 81 —� 3 N 3 SCHEDULE A PROPERTY DESCRIPTION ORDER NO: 94022571 A parcel of land being located in the Southwest Quarter of the Northeast Quarter of Section 30, Township 7 South, Range 87 West of the Sixth Principal Meridian, said parcel is more fully described as follows: Commencing at the Center Quarter Corner of said Section 30, a Garfield County Surveyor's Brass Cap Monument; thence North 02 degrees 45'23" East along the North -South center line Of)said,Section 30, being the Westerlyaboundary?of the SouthWeet'.Quarter Of the Northeast Quarter of“said'Section, 435.60 feet to the true Point of Beginning; thence continuing along said line North 02 degrees 45'23" East 259.46 feet; thence South 75 degrees 18'55" East, 727.29 feet; thence North 16 degrees 51'11" East, 113.52 feet; thence North 22 degrees 35'32" East, 207.04 feet; thence South 89 degrees 33'29" East, 522.92 feet to a point on the Easterly boundary of the Southwest Quarter of the Northeast Quarter of said Section 30; thence South 02 degrees 43'43" West, 804.86 feet to the Southeast Corner of the Southwest Quarter of the Northeast Quarter of said Section 30; thence South 89 degrees 55 West, 1133.99 feet along the Southerly Boundary of the Southwest Quarter of the Northeast Quarter of said Section 30, being also the East -West center line of said Section to a point 200.00 feet, North 89 degrees 55'37" East of the Center Quarter Corner, of said Section 30, a Garfield County Surveyors Brass Cap Monument; thence North 02 degrees 45'23" East, parallel to the North -South center line of said Section 30, being the Westerly boundary of the Southwest Quarter of the Northeast Quarter of said Section, 435.60 feet to a point; thence North 89 degrees 55'37" West, parallel to said Southerly boundary of the Southwest Quarter of the Northeast Quarter of said Section 30 to the True Point of Beginning. COUNTY OF GARFIELD STATE OF COLORADO ALSO SOMETIMES DESCRIBED AS LOT 2 IRENE GREEN SUBDIVISION EXEMPTION ACCORDING TO THE AMENDED PLAT Eorm No: OFFICE OF THE STATE ENGINEER - GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 (303) 866-3581 1095 WELL PERMIT NUMBER 198794 - -_ APPLICANT DIV. 5 CNTY. 23 WD 38 DES. BASIN MD Lot: 2 Block: Filing: Subdiv: IRENE GREEN EXEMPTION APPROVED WELL LOCATION GARFIELD COUNTY STEVE & KIM OCHKO SW 1/4 NE 1/4 Section 30 4355 COUNTY RD 100 Twp 7 S RANGE 87 W 6th P.M. CARBONDALE CO 81623 DISTANCES FROM SECTION LINES ( 303)963- 9791 2250 Ft. from North Section Line PERMIT TO CONSTRUCT A WELL 2465 Ft. from East Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction and Pump Installation Rules 2 CCR 402 -2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 17. 3) Approved pursuant to CRS 37- 92- 602(3)(b)(II)(A) as a change of use of permit no. 173635 (canceled), and as the only well on a residential site of 19.03 acres described as lot 2, Irene Green Subdivision Exemption, Garfield County. The issuance of this permit hereby cancels permit no 173635. 4) The use of ground water from this well is limited to ordinary household purposes inside a single family dwelling. The ground water shall not be used for irrigation or other purposes. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of the well must be through an individual waste water disposal system of the non - evaporative type where the water is returned to the same stream system In which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. a 1) 6 -7 - ' { tJ i -.i Jits?"-- APPROVED . State Engineer By Receipt No. 0370030 DATE ISSUED JUN U 9 1999 EXPIRATION DATE JUN 0 9 1996 a g60104 7 Q .h /7//7 I GEOTECHNICAL, INC. 5020 Roa 54 Glenwood Springs, CO 81601 April 28, 1994 Fax 303 945 -8454 Phone 303 945 -7988 Steve and Kim Ochko 4366 County Road 100 Carbondale, Colorado 81623 'Job No. 194 190 SiBj 6t: \Percolation Test and W.ackhoe Pit, Proposed Residen4e, 4366 County Road 100, Garfield County, Colorado. Dear Mr. and Mrs. Ochko: As requested, Hepworth - Pawlak Geotechnical, Inc. conducted percolation testing and observed backhoe pit excavations at the subject site on April 14, 1994. The findings of our work are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to you, dated April 5, 1994. A new 1 1/2 story residence and leach field for septic disposal are proposed. The percolation testing was conducted for design of an infiltration disposal system and backhoe pits were dug near the residence for general bearing conditions. Two pits were dug near the proposed residence and a profile pit was dug in the leach field area as located by you. The soils encountered in the pits consisted of low density sandy silt in the residence area (Fig. 1) and about 3 feet of silt above the basalt gravel and cobbles in a sandy silt matrix Lathe leach field area (Fig 2). Results of consolidation testing performed on samples taken from the building site, shown on Fig. 3, indicate the silts are highly compressible when wetted and loaded. No free water was encountered in the pits and the soils were slightly moist. Percolation testing was performed in the basalt gravel cobbles in 3 shallow pits on April 15, 1994. Considering the conditions exposed in the pits dug near the building site, spread footings placed on the natural silt soils could undergo excessive settlement even under Light loading if wetting of the subsoils were to occur. Bearing the footings on the silty gravel and cobble subsoils should have relatively low settlement risk. Moving the building site and /or deepening the bearing level to the gravel and cobble subsoils should be considered to reduce the risk of building distress. The percolation test results are presented in Table I. Based on the subsurface profile and the test results, the designated leach field area should be suitable for an infiltration septic disposal system. The average percolation rate measured is about 10 minutes per inch. Steve and Kim Ochko April 28, 1994 Page 2 The findings of this study are based on our observation of the soils exposed within the pits excavated at the designated locations. The extent of the compressible silt was not determined in the residence area. Variations in the subsurface conditions could increase the risk of foundation movement. Additional subsurface exploration is recommended to determine the depth of the silt and a suitable building location. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. 00 �` (,k: 15222 , Steven L. Pawlak, "SE ; / a J. Rev. By: DEH J ` O F COLO— SLP /ro Attachment H - GEOTECH HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOG OF EXPLORATORY HOLES Job No: 194 190 Datum: Ground Surface Prepared By: LEE, H -P Geotech, Inc. Date: 04/14/94 Reviewed By: SLP, H -P Geotech, Inc. Date: 04/22/94 Type /Size of Hole: 426 Cat backhoe Pit No: 1 Pit No: 2 Location: Residence Downhill Location: Residence Uphill Depth,Ft. Visual Description of Depth,Ft. Visual Description of Class. Material Class. Material 0 - 3.5 Fill Man - placed; sandy silt, 0 - 0.5 OL Topsoil; organic silt, dark loose, brown. brown. 3.5 - 9 ML Sandy silt; firm, slightly 0.5 - 8.5 ML Sandy silt; firm, slightly moist, light brown occasional moist, light brown, occasional basalt cobbles, porous. basalt cobbles, porous. Bottom of Pit @ 9 feet Bottom of Pit @ 8.5 feet No free water No free water Samnlas; Samples; 1 Fill 2" diameter hand driven liner 2 ML 2" diameter hand driven liner 4 ML 2" diameter hand driven liner 4 ML 2" diameter hand driven liner 5 ML 2" diameter hand driven liner 7 ML 2" diameter hand driven liner 7 ML 2" diameter hand driven liner Fig. 1 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOG OF EXPLORATORY HOLES Job No: 194 190 Datum: Ground Surface Prepared By: LEE, H -P Geotech, Inc. Date: 04/14/94 Reviewed By: SLP, H -P Geotech, Inc. Date: 04/22/94 Type /Size of Hole: 426 Cat backhoe Profile Pit Location: Leach Field Depth,Ft. Visual Description of Depth,Ft. Visual Description of Class. Material Class. Material 0 - 1 OL Topsoil; organic silt, dark brown. 1 - 3 ML Sandy silt; firm, slightly moist, light brown, occasional basalt cobbles, porous. 3 - 8 GM Gravel with cobbles; sandy silt matrix, medium dense, slightly moist, light brown. Bottom of Pit @ 8 feet No free water Fig. 2 • - 0 — - f -� Moisture Content r 6.9 percent Dry Unit Weight = 85 pct 1 Sample or: sandy silt -200=77 feet 2 From: pit 1 @ 5 fe ' 3 �' ~___ Compression Upon Wetting o 1 1 1 0, 4 to U) L 0 U 5 I i t 6 I 7 8 f . I I 9 o.l 1.c 10 la, APPLIED PRESSURE — ksf Moisture Content = 8,9 percent Dry Unit Weight = 98 pc: • 0 — sample of sandy silt - 200 =83 o From: Pit 2 @ 4 feet 1 _ ■ 2 0 Compression trlz Upon Wetting c 3 o in Ltul 0) 4 n o 5 • 6 0.1 1.0 10 100 APPLIED PRESSURE — ksf 194 190 HEPWORTH PAWLAK SWELL- CONSOLIDATION TEST RESULTS I Fig. 3 GEOTECHNICAL, Inc. • HEPWORTH - PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 194190 HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE (INCHES) INTERVAL AT START OF AT END OF WATER PERCOLATION (MINI INTERVAL INTERVAL LEVEL RATE (INCHES) (INCHES) (INCHES) (MIN. /INCH) P-1 32 15 17 11 6 11 8 3 refill 16.5 13.6 3 13.5 11 2.5 11 8.5 2.5 8.5 6.5 2 refill 16.5 14.5 2 14.5 12.5 2 8 P -2 27 15 10 6 4 6 4 2 refill 9.5 7.5 2 7.5 6 1.6 6 4.5 1.5 refill 9 7.5 1.6 7.5 6 1.5 6 4.5 1.6 10 P -3 38 15 15 6.5 8.5 6.5 3 3.5 refill 14.5 11 3.5 11 8 3 8 5.5 2.6 refill 14.5 12 2.6 12 10 2 10 R 2 8 Note: Percolation holes were dug and soaked on April 14, and the tests were conducted on April 15, 1994.