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Home My WebLink AboutApplication- Permit„l11.743,^P K`W • fria GIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81801 Phone (303) 945-8212 Permit N' 3678 Assessor's Parcel No. This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. S ( PROPERTY _• � + �r n -�+ / /,� L l,C_il1' '<.fi3 -%a ,1 _7600 q'6 , Owner's Nadi t4�et/1I P.��'-y Present Addresk 0 Lan Phone a System Locab !e-4.) II Present I- Lrtjtt ;' Cn 1 r ca.(4 I`.egai Description of Assessor s Parcel No t Q P ' t n I -Q t- -r c Apti - int f SYSTEM DESIGN Septic "Ink Capacity (gallon) Other Percolation Rate (minutes/inch) Required Absorption Area - See Attached Number of Bedrooms (or other) d. Special Setback Requirements: 1 Date Inspector -' R f . FINAL SYSTEM INSPECTION AND APPROVAL (as installed) d Call for Inspection (24 hours notice) Before Covering Installation 4 System Installer A Septic Tank Capacity 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 �/�/] ( /' [ �/J Date /�.5" Inspector &( Ut'1(J Q.Q (9'/�7n1t 4./de- CC , RETAIN WITH RECEIPT RECORDS TCA ONSTRUCTION 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 dispossystem 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 ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT MAY -14-2002 10:428 FROM:BLDGPLANGRRCO 9703843470 OWNER ADDRESS °‘ E° LAEIAr L19ae 7 -"mss PHONE 303- — 7600 CONTRACTOR cmc «0 P ADDRESS S-1/50 S. 2Do043'Jer.1s sr T NV at 2°PHONE303-7111-LiF PERMIT REQUEST FOR "Ni) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town Size of Lot 3A cines Legal Description or Address 0650 149i2N9 - LJ9Nr WASTES TYPE: )\,) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms y Number of Persons 2 ( ) Garbage Grinder ) Automatic Washer ."‘$) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: '") WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER. SYSTEM: Pk or A3J 0' i -e -BL C- Was an effort made to connect to the Community System? yes * site plan is reaulred to be submitted that indicates the followine 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 to Property Lines: (septic tank bleach field 00 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 TD: 9P1P303P7414549PPPP2 P:2'9 AIDIVI4UAL SEWAGE DISPOSAL SYSTEM APPLICATION E2>ZY C ,, n s s e f.J CflRBaN{NNLe C.0 2 MAY -14-2002 10:42A FROM:BLOGPLANGARCO 9703B43470 TO: 9P1P303P7414549PPPP2 P:3/9 STYPE OF INDIVIDUAL€EWAQE DISPOSAL SYSTEM PROPOSED: ( t) 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? -1\Ic PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 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:F l? GC -C o-r-ecN rv'o2.o CovrJ7Y 20 /6H Gremw000 5ttiNer-S co $IbOI 97o-94#6- 7988 Name, address and telephone of RPE responsible for design of the system: I* tr+# Co c t471Z:r et46.1 nl esti $W 923 co oFs'R- ,j t'r CLEMwaoO SP IAJS5, Co e r 6o/ 77o - S1VS- 9 676 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 trite 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 faksification 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 5/s`// vt. PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 GAMBA & ASSOCIATES CONSULTING ENGINEERS MNk LAND SURVEYORS ox PHONE: 970/945-2550 FAX: 970/945-1410 113 NINTH STREET, SUITE 214 P.O. BOX 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 September 05, 2002 Garfield County Building & Planning Dept. 109 8a' Street SEP 0 fi 1001 Glenwood Springs, CO 81601 9Ul�pf �RFELD PNfNG RECEIVED Re: Terry Claassen Residence I.S.D.S. 0650 Lariet Lane To Whom It May Concern:: On September 03, 2002 Gamba & Associates, Inc performed a final inspection at the Claassen residence at 0650 Lariet Lane in the Teller Springs area. The system as observed by Gamba & Associates, Inc., was found to be in substantial conformance to the design calculations and drawings as submitted to Garfield County, and accepted ISDS construction practices. If you have any questions or comments, please call me. Sincerely, GAMBA is ae amba, P.E. & L.S. 28036 H:\01281-Claassen\FIN LETTER.DOC Page 1 of 1 Jul -16-2002 10:23am From -CMC GROUP 3037414549 T-843 P.002/004 F-822 • • HHi i May 16, 2002 Terry Claassen 2379 South Adams Street Denver, Colorado 80210 Hepwo th-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970.945.7988 Fax: 970.945.8454 hpgeo@hpgenterh.com RECD MAY 2 3 2002 Job No. 102 333 Subject: Percolation Testing, Proposed Septic Disposal System, 0650 Lariat Lane, North of Teller Springs, Garfield County, Colorado. Dear Ms. Claassen: As requested by Dick Benes of CMC Group, Inc., Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at the subject site. The work was done in accordance with our agreement for Professional Services to you, dated May 13, 2002. A profile pit and three shallow backhoe pits were excavated on May 14, 2002 at the locations shown on Pig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing, The subsoils exposed in the percolation holes were similar to those exposed in the Profile Pit and consisted of about 2 feet of topsoil overlying sand and gravel with cobbles and small boulders to the pit depth of 8 feet. Groundwater was encountered in the pit at a.depth of 8 feet and the soils were slightly moist to moist. The groundwater level probably fluctuates with the nearby Roaring Fork River level. Percolation testing was conducted on May 15, 2002, by a representative of Hepworth - Pawlak Geotechnical, Inc. The percolation test results are summarized on Table L Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system, however due to the potential high water level the system may need to be mounded. A civil engineer should be engaged to design the septic disposal system. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH - P FLAK G Jordy Z. Adamson, Jr Rev. By: DEH JZA/ksw attachments cc: CMC Group, Inc. Jul -16-2002 10:24am From -CI.( GROUP APPROXIMATE SCALE 1 • t 40', 3037414549 7-643 P.003/004 F-822 n / \ // P-3 / \ // PROFILE P-2 \ PIT ■ A 1 1P—Q1 \ 1 1 \ • 1. 1... 1 1 1 I 1 EXISTING I 1 RESIDEN a f 1 1 1 1 1 1 1 1 11 1 1 � 1 1 1 1 1 1 1 I 1 I 1 I 1 i 1 1 1 0 EXISTING WELL 102 333 HEP WOR TH— PA WLAK GEOTECHNICAL, INC. LOCATION OF PERCOLATION TEST HOLES Fig. 1 Jul -16-2002 10:24am From -CMC GROUP 3037414549 7-643 P.004/004 F-$22 • HEPVVORTH-PAWLAK GEOTECHNICAtINC. TABLE 1 PERCOLATION TEST RESULTS JOB NO. 102 333 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on May 14, 2002. Percolation tests were conducted on May 15, 2002. The average percolation rate were based on the last two readings of each test. HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) ...... P-1 ____ 64 ._,. ---- 10 water added water added water added 61/2 4 11/2 7 1/2 4 3/4 2 3/4 8 1/2 7 1/4 1 1/4 7 1/4 6 6 5 1 5 4 1 8 6 3/4 1 1/4 9 6 3/4 5 3/4 1 P-2 ,44 10 water added water added 5 1/2 3 3/4 1 3/4 11 7 5 1/4 1 3/4 8 6 1/2 1 1/2 6 1/2 . 5 3/4 3/4 5 3/4 4 1/2 1 1/4 4 1/2 3 1/2 1 water added 6 3/4 5 3/4 1 5 3/4 6 3/4 P-3 34 10 3 3/4 2 1 3/4 7 water added 5 3/4 4 3/4 1 water added 6 1/4 4 1/2 1 3/4 4 1/2 2 3/4 1 3/4 water added 6 4 2 4 2 1/2 1 1/2 water added 5 1/2 4 1/4 1 1/4 4 1/4 3 3/4 1 1/2 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on May 14, 2002. Percolation tests were conducted on May 15, 2002. The average percolation rate were based on the last two readings of each test.