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Home My WebLink About03934• GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81&al Phone (303) 945-8212 Permit N~ 3934 Assessor's Parcel No. INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY tJ L --t ':D.. ' ~q,neJl-e... /l)l>er Owner'1NameID..ff"1~ I R_obu.} Present Address /i'5 C,Rd.ds (\f{~ ¥{,~Phone 309 .. -¥3~7 SystemLocallon ,3?f)CJ C/?..d-JO ~fk lo+IA fo.rri'Jjfofl E'XeMfh'ol\.. Legal Description of Assessor's Parcel No. __ _::R~f'--]_L_q_,_-__ 0{;-=---=·2>:::....-_6_0 __ -_b_8_~.,,_ _____________ _ SYSTEM DESIGN __ 1~St~--Septic Tank Capacity (gallon) ______ .Qt her Percolation Rate (minutes/inch) Number of Bed'.ooms (or ot Required Absorption Area· See Attached f)e..n._~ ~ st Special Setback Requirements: 1nspector__,_D=rwJ~-~~i...='4--------Date '9-±\-0$ 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 B" of surface ______ _L,. ________________________ _ Absorption Area---------------------------------------- Absorption Area Type and/or Manufacturer or Trade Name -------------------------- Adequate compliance with County and State regulations/requirements _____________________ _ Date ___ 1..._-_2_/_-_D_S ____ Inspector --!~4-___:l;;,,:>aj~~~2'.l.°""".:..r-_;~~~'__:~~~~~;..._ TRUCTION SITE f ~ f($C:t(;g,.i/..o(IQ. RETAIN WITH RECEIPT RECOR •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 1s 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 Bu1ld1ng 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 1nd1v1dual 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) Whtte-APPLICANT Yellow-DEPARTMENT ' INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER ~..kn rJ.._~/fe ~ ADDRESS •• -f '-f 5 CR.. ;;l~ I(,+ k CONTRACTOR ~ ADDRESS ~ ~~ PERMIT REQUEST FOR (l'J NEW INSTALLATION PHONE ----- ( ) 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,--t~""''""·~....,...~---~----~----.::Size of Lot I/, 'f'dJ tic.. LegalDescriptionorAddress ~:tlO K1f1~ Gf/65u WASTES TYPE: (\A5 DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ()OTHER-DESCRIBE ______________ _ BUILDING OR SERVICE TYPE:._..f)i.c.s ...... ·Jeru:.,......,,,,iA..,l.__ _______________ _ Number of Bedrooms _J _ _..&c ..... 6,.......,.,sL.-_____ Number of Persons ( ) Garbage Grinder ( .:/J Automatic Washer ( (Dishwasher SOURCEANDTYPEOFWATERSUPPLY: (~WELL ( )SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:_~3~m~, ·~'cs~----- Was an effort made to connect to the Community System? -=-:M!.-1,'/.'--'"t'I'-'------------- A site plan is required to be submitted that indicates the followini: 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 YOURINDMDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table ______________________ _ Percent Ground Slope ____________________ ~------ • • ' TYPE OF INDNIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (~ 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 ( ) EV APOTRANSPIRATION UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER-DESCRIBE MR,· /-tcqitar.s WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Alo PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, ifthe Engineer does the Percolation Test) Minutes. ____ per inch in hole No. 1 Minutes _____ _,.er inch in hole No. 3 Minutes ____ _,,er inch in hole No. 2 Minutes _____ _,.er inch in hole No. Name, address and telephone ofRPE who made soil absorption tests:------------- Name, address and telephone ofRPE 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 {(,tr~ Date __ "' ·--=-~"-o_-oy ____ _ PLEASE DRAW AN ACCURiTE MAP TO YOUR PROPERTY!! 07/21/2005 14:18 ., Rob Parri11gton Ol4S'CoUJ1ty Road 22S Rltle,CO 81650 970-704-0313 5CPRIS ENGINEERING RE: Parrington Residence-AS-BUll.T OWS System, Lot lA, Parrington Subdivision Exemption Il, Garfield County, CO, SE Job No. 24063.02 Garfield County Permit 3934 Dear Rob: PAGE Bl July 21, 2005 I Pursuant to your request, this letter provides documentation that the new Onsite Wastewater System (OWS) recently installed at the above referenced site is ill general compliance with county and state standards. It is our urukrstandlna that Garfield County permitted the OWS and has requested an evaluation of the as-built conditions of the owner-built system. Sopris Engine&ring inspected the ncavations and the installation of system components prior to final backfill. The system was constructed under Garlield County Permit 3934 and built to serve the needs of the newly constructed 2-bedroom house. The system is siad to serve up to a 4-bedroom population. Soprls Engineering was contacted reprdlng the relatively fast perc:olation rates determined by the County official. Wo recommended that a minimum of 6" of concrete sand be placed at the bottom of the trench excavations underlying the leaching chambers. The sand layer provides for even disllibution and enhanced treatment of the effluent. The as built conditions and installation of the new OWS components Is In compliance with the permit specifications and OWS design guidelines for a 4-bedroom home. A lSOO·gallon dual compartment concrete septic tank was installed with appropriate sanitary tees and an effi11ent filter in the outlet tee. The absorption field was constructed with a total of 27 EQ-36 leaching chambers in a trench configuration consisting of 3 trenches with 9 chambers eac)I. The chambers were backfilled with native soil. Each trench was installed level. Inspection ports were installed on each corner end cham.ber. The chambers were inslalled in •uitable soils consistent across the field. Obsetvetions of the soils within the field were performed during construction indicating that the soils are consistent with previous observations and consist of lfl. foot of topsoll overlying 4.5 feet of silty clayey sand overlying silty sandy gravel and cobbles to an observed depth of 9 feet. Groundwater was not encountered in the excavations. Garfield County Bullding Deputmcmt has performed percolation testing at the site on March 29, 2005. The results Indicate a fut percolation rate of 3.75 minutes per inch however the observation of tho soils indicate the presents of scattered cobbles and gravel in a relatively tight soil matrix that may exhibit fluctnatlons ln the actual percolation rate. Therefore the placement of a 6" sand layer below the leaching chambers was recommended by Sopris Bnginoering to mitigate the fast percolation rate and the presence. Effluent is distributed to the field through a distribution manifold with individual distribution lines to each trench. The manifold was installed level acro.'!11 the width of the field. The construction was completed utilizing appropriate materials installed according to typical design guidelines. ·The minimum setback distances have been maintained. ows Overation pd Maintgpg All components of the OWS shall be inspected on a regular basis and be properly maintained. The re e.~tablishment of vegetative cover over the field and responsibility for inspection and maintenance of the system will remain with the Lot Owner or the owners representative. The owner should periodically I 502 Main Street • Suite A3 •Carbondale, CO 81623 • (970) 704-0311 •Fax (970) 704-0313 SIPRIS ENGINEERING llC civil consultants· 07/21/2005 14:18 970-704-0313 SCFRIS ENGit£ERING PAGE 02 Rob Parrington SE Job No. 24063.02 July 21, 2005 Page 2 in5pcct the OWS and to pedonn periodic maintenance which includes pumping the tank and cleaning the filter as nca:ssary to ensure that the system is in good operating condition and performing as intended. The OWS should require minimal maintenance. Several factors influencing the need for maintenance include: actual wastewater flows versus design flows, the volume ofkltdleD/domestic waste (excluding human waste and toilet paper), excessive household chemicals and other toxic liquids (including M>me washilli detergents, i.e. Tia Ultra). The tank, sanitary tees and emuent filter should be visually inspected bi-annually for clogging debris, damage, leiks, or other potential problems. In general, for a properly utilized system, septic tanks should be pumped and inspected evezy 2 -4 years. The effluent filter should be cleaned every six monthll and at the time of pumping. Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. If you have any question or need any additional Information, please call. Sincerely, SOPRIS ENGINEERING, U.C /~ Paul E. Rutledge Design Engineer - '