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Home My WebLink About04203GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4203 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Owner's Name �`t ent Address l 59 O GL �-' Phone 71 3L/ niV System Location �_loP Legal Description of Assessor's Parcel No. (9395-- /3/— 0 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_ 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 -v .. 0c/ "At 9514, .� , ' d 6kL-, P� Inspector RETAIN WITH RECEIPT RECORDAT CONSTRUCTION SITE 4 *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 a' feti ADDRESS Pt ,‹ [ � �ti u w, Cv . PHONE (-97e) 5"24, -o' 5" al CONTRACTOR ADDRESS PHONE PERMIT REQUEST FOR 9) 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 5 . Size of Lot 7/4,r s Legal Description or Address [ 6 a -t 2 Tt.k L r ' S�rr s 15 --- v c ''{ (NIL) WASTES TYPE: >4 DWELLING ( ) TRANSIENT USE /( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE.TYPE:_ray cceiv.1 )1 Number of Bedrooms £ Number of Persons C!) 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: • Was an effort made to connect to the Community System? 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 9q Garbage Grinder %`° Automatic Washer 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: 6<1 SEPTIC TANK ( ) AERATION PLANT ( ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ( ) PIT PRIVY ( ) INCINERATION TOILET ( ( ) CHEMICAL TOILET( ) OTHER -DESCRIBE FINAL DISPOSAL BY: ( ABSORPTION TRENCH, BED OR PIT ( ) UNDERGROUND DISPERSAL ( ) ABOVE GROUND DISPERSAL ( ) OTHER -DESCRIBE VAULT RECYCLING, POTABLE USE RECYCLING, OTHER USE /1 EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? , 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: L {C &,11,444 -ti �. Name, address and telephone of RPE responsible for design of the system: 1. k P , �-.eo,c e�' 3 CL(Aseueelis Ga } 1, 3 "76 - 9 z -10 V. PK. to.e6 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. 1 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 I� t '"� Date /1 '` `-` 6. PLEASE DRA AN ACCURATE MAP TO YOUR PROPERTY!! 3 Designate North Arrow Your Plot - Shape to Fit (No Scale) Your Neighbor's Name & Address Rob 6.o..vsset^ Fleye). Locate well, all streams, irrigation ditchs, and er courses. Draw in your ouse, septic tank & system, de d garages, and driveway. If a change of locatio9n is necessa ,. , you m st submit a corrected drawing, befo e a` Certified - of Occupation will be iss . - • , County Road (Note the Road Number and Name) enc c:lwpeon601wpdocs1plotloc 1.5Z-.5pur t_3 Your Neighbor's Name & Address Engineering, Inc. 1" ebruary 24, 2009 Clay Reichardt P.O. Box 1598 Gypsum, CO 81637 Dear Clay: C1'S' il_JOEOTECHNICA I. RE: Inspection. of Septic System Installation Lot 12, Teller Springs 152 Spur Drive Garfield Country, Colorado Project No. 05186 - Septic Per tit No. 4203 At your request, on October 29, 2008, we visited the construction site on Lot 12, Teller Springs, 152 Spur Drive, Garfield County, Colorado. The purpose of our site visit was to inspect the installation of the septic system. The system was installed in overall compliance with the septic system design, Drawing No. 05186SD-ADV.DWG, dated November 16, 2005 and as shown on the attached as -built sketch. They installed 2000 gallons, two compartments, precast, concrete septic tank, and. a 1500 -gallons Advantex Treatment systetn. 2AX20 series. Two building sewer Lines were connected to the first septic tank with one cleanout on each. of the lines near the building and one cleanout adjacent to the inlet of the tank. Another clean-out was constructed between the two concrete tanks. Advantex filters were placed at about 3 feet south from the Advantex septic tank. Th.e h.eadworks box was constructed adjacent to the Geoflow dosing tank. The Geoflow leachfield area was constructed west from the residence and is approximately 2250 square feet. About 1125 L.F. of 4 inch diameter, wasteflow dripline was installed within the leachfield area with 2 feet minimum spacing between each dri.pl.ine and between drip emitters. A letter of the start up of the Advantex system by Septic Smart, LLC is attached to this report. If you have any questions please do not hesitate to call. Sincerely, LK la Engineering, Inc. • f iza Petrovsk.a, Pl: President 29526 4;1 Enclosures cc: Garfield County Building Department, fax: 970-384-3470 J:1t °t' 12-LKP\2005105186o5iAT)V.wpd Y.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax SUPPLY HEADE GEOFLOW, WASTEFLOW LINE, 1125 LF SPACED AT TWO FEET MT 1 EMITTERS AT 2 -FOOT INTERVALS. THE GEOWFLOW LINE WAS BURIED BEFORE INSPECTION PUMP FOR GEOWFLOW LEACHFIE 41**-2- EAD WORKS \ FLUSH \ EADER 21' 7 500 -GALLONS, THREE COMPARTMENTS, PRECAST .CQNCRETE SEPTIC TANK UMP FOR F7L 1ERSN N 200 GALLONS, TWO- PARTMENTS, PRECAST,CONCRETE SEPTIC \ ADVANTEX FILTERS, AX40-18 rri W 4 -INCH DIAMETER, SDR35, BUILDING SEWER LINE (BURIED BEFORE INSPECTION) AIR VACUUM BREAKERS Septic Smart, LLc Donald Odell PO Box 1812, Edwards CO. 81G32 LKP Engineering Inc. PO Box 2837 Edwards, CO. 81632 02/10/2009 Dear Louiza, Please accept this letter as confirmation that the AdvanTex equipment was installed as specified on the drawings from LKP Engineering for the following project: Reichardt Residence, 0152 Spur Lane, Glenwood Springs, Garfield County Colorado. Septic Smart LLc, delivered and connected the AdvanTex system as shown on the site drawings. The system has been wired and the phone line connected. The system is currently operational. The septic tanks and drip field were installed by Clay Reichardt, the septic tanks and drip tubing and connections appear to have been installed per manufactures recommended procedures. if you have any additional question please contact me by cell, 970-343-0229. Thank you. Septic Smart, LLc Donald Odell Cc:.Clay Reichardt ZAO Engineers, Ltd. 2764 Compass Drive, #230 Grand Junction, CO 81506 (970) 241-5623 (970) 241-5826 fax January 21, 2009 Garfield County Building & Planning 108 8' Street, Suite #401 Glenwood Springs, CO 81601 Attn: Mr. Andy Schwaller RECEWED JAN 232 09 GARFIELD COUNTY BUILDING & PLANNING Re: Structural Framing inspection at 152 Spur Dr., Glenwood Springs, CO - PN 10028 Mr. Schwaller This office performed a structural framing inspection at the above mentioned project on January 21, 2009. The inspected structural framing differed from the original approved plan set. Without exception, the observed alternative framing (wood or steel) was more than adequate for the design loading. All connections were welded, bolted or hangered per code. This engineer has deemed the inspected framing per code and adequate. Please call us if you have questions. Respectfu ly, e►th Mendenha ZAO Engineers, L TAO Engineers, Ltd: 2764 Compass Drive, #230 Grand Junction, CO 81506 (970) 241-5623 (970) 241-5826 fax January 21, 2009 Garfield County Building & Planning 108 gth Street, Suite #401 Glenwood Springs, CO 81601 Attn: Mr. Andy Schwal ler Re: Structural Framing inspection at 152 Spur Dr., Glenwood Springs, CO - PN 10028 Mr. Schwaller This office performed a structural framing inspection at the above mentioned project on Januar; 21, 2009. -The inspected structural framing differed from the original approved plan set. Without exception, the observed alternative framing (wood or steel) was more than adequate for the design loading. All connections were welded, bolted or hangered per code. This engineer has deemed the inspected framing per code and adequate. Please call us if you have questions. Res. =ctful eith Mendenh ZAO Engineers sex 0 -u -s•-• cANcL, rel ZQ-S SUDJECT ' • • g o Wii1101.17 '.tiEVi PLANS 9.N SITE • Tfx-n\r 143 Ivo Sohl f?LS l :Lmmor7ll. oars oxo.. swvr io m.�r&arr '... , ,nese xia<rs rzs spgas azu zi o7 NOISY( iY S .7LLd. 'S G9o8-szo too) wo7.000s 9Z& ((LU).�?i ZCBIR 09 ua,a.Pa-'LtBT:Roe 'O'd . • 2 ser eonozopu.ua \...' . \'. \: �- LL • • Q CrQ