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Home My WebLink About04037GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY rAy/I� 1(/ I /� �� (� L1 Owner's Name1 ' L-�1t +` P oothepd Y- went Address `b t l System Location OA; , 1E S k CT l\k 4 Q' Legal Description of Assessor's Parcel No CX / O g- I -no - & 2 v CR— Permit 4037 A is Parcel No. This does not constitute a building or use permit. hone (LDr�f J )4c,41 SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached R . Special Setback Requirements: {�L/1 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 55(( //�J /��J,��,,� / Date /z - u � � Inspector t �lc i ,,,, . /4G�1 J6 dal -cone- RE. RETAIN WITH RECEIPT RECO DS AT 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 jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER Arnold and E.1?avleeit Markley ADDRESS 0136 Gounfy Road 321 Rrf1efeitONE R7o.6a5.1641 CONTRACTOR ADDRESS PHONE PERMIT REQUEST FOR (X) 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: J Near what City of Town RA f I ei Co ! or Q 4! o Size of Lot t (o O CCL i'tS Legal Description or Address WASTES TYPE: o43G ci`2S1 (X) DWELLING ( ) I'RANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: (tr\2ixA Number of Bedrooms 5 ( ) Garbage Grinder (X) Automatic Washer Number of Persons 2- (X) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL (X) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Approximately 12 mites- Was ti(eSWas an effort made to connect to the Community System? Not ?rgcti c41 A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well- 5Piz.t1-361 23 100 feet Septic Tank to Weil: s PRA) L, 29 5 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 521' 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 more y644 8/ Percent Ground Slope 4-11 TYPE OF INDIVIDUAL 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: (X) 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? 140 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 9.1 per inch in hole No. 3 Minutes 9.4 per inch in hole No. 2 Minutes _ per inch in hole No. Pa Name, address and telephone of RPE who made soil absorption tests: ` a (I ! S - 9 K S f Ok? C 39P Povtderosa circle, faractiw+e co gins- (q o)2ps pp-ia3J Name, address and telephone of RPE responsible for design of the system: PQ U I S BN SS oa e (crime as above) 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 actio � :.' . e „z as provided by law. ,S• S,�' i; 0.�yisr¢gF.; Signed Si ed ,.� �G:� _� • °` : Date OS`Z PLE • DRAW AN ACCURA M TO YO/1R.P OPERTY!! rJi cam•` Memo: To: Garfield County Planning Dept. From: Paul S. Bussone, P.E. Subject: Mackley Residence ISDS Date: December 8, 2005 The ISDS system for the 5 bedroom single family Mackley residence at the Spruce Creek Ranch is a 2000 gallon capacity, two chamber, pre -fabricated septic tank by Copeland Concrete Inc. and a gravel -less leach field system in bed configuration. The leach field uses 42 Egnali7er 36TM chambers by Infiltrator Systems, Inc. The system was installed by a qualified and experienced ISDS installer in accordance with the design. r. To: Garfield County Building and Sanitation Department 108 — t Street, Suite 201 Glenwood Springs, CO 81601 From: Paul S. Bussone 398 Ponderosa Circle Parachute, CO 81635 Date: May 24, 2004 Re: Individual Sewage Disposal System Application for 0436 County Road 329, Rifle, CO 81650 To Whom It May Concern: The following information summarizes the site evaluation and design of the individual sewage. disposal system for 0436 County Road 329, Rifle, Colorado 81650. In addition to the application, a map to the property, a site map, percolation test data, calculations and vendor information are attached. Overview and Introduction The sewage disposal system serves a four (4) bedroom single family residence with detached one (1) bedroom apartment located on a large parcel of property located in Sections 3 and 4, Township 7 South, Range 94 West of the 6th P.M. The onsite disposal system will consist of a septic tank followed by a chamber system leach field configured in a bed. A site map of the property is attached. Five (5) bedrooms are to be constructed at the residence. A garbage disposal is not proposed to be installed in the residence. The calculated wastewater flow based on Garfield County standards is 1250 gpd for the first 4 bedrooms and 250 gpd for the 5th bedroom for a total of 1500 gpd. Percolation Tests Based on the test pit excavated at the disposal site, the soils consist of silty sand. Three (3) percolation holes were constructed and tested in accordance with the Garfield County Building and Sanitation Department (County) requirements on April 30, 2004. The percolation rates averaged 9 minutes per inch. Proposed Individual Sewage Disposal System All constructed components and appurtenances associated with the Individual Sewage Disposal System have been designed to meet or exceed County standards. The closest waterway is Spruce Creek which is 60 feet away. A dry gulch is over 50 feet away. See attached site map. The septic tank shall be a 1500 gallon capacity precast concrete, two chamber tank. The proposed location of the septic tank is shown on the site plan. The leach field shall be a gravel -less chamber system in a bed configuration. It will consist of 35 units constructed in 7 rows of 5 chambers. The chamber shall be Equalizer 36 units by Infiltrator Systems, Inc. (See attached Vendor Information) The location of the leach field is shown on the site plan. PSB/emb Attachments EXHIBIT "A" TOWNSHIP 7 SOUTH, RANGE 94 WEST OF THE 6tH P.M. Section 3: Lot 4 Section 4: Lot 1, S%NE% TOGETHER WITH all that part of Lot 2 and of the SEIANW%4 of Section 4, Township 7 South, Range 94 West of the 6' P.M., lying southeasterly of County Road 329, being that property described in Deed recorded in Book 879 at page 415, as Reception No. 454033 of the Garfield County, Colorado records. EXCEPTING all that part of the 5W'/4NE1/4 and of Lot 1 of Section 4, Township 7 South, Range 94 West of the 6t" P.M., lying northwesterly of County Road 329, being that property described in Deed recorded in Book 879 at page 416, as Reception No. 454034 of the Garfield County, Colorado records. EXCEPTING those portions thereof conveyed to the Board of County Commissioners for road purposes by documents recorded February 23, 1928, in Book 133 at Page 607, as Reception No. 100768 and October 8, 1929, in Book 159 at Page 111, as Reception No. 105450. TOGETHER WITH all of the water and water rights, ditch and ditch rights, reservoir and reservoir rights, spring and spring rights, of every kind and nature with all structures and appurtenances, including but not limited to the Hillside Spring, the Field Spring, the Garden Spring, the Harris Ditch, and water right from Porcupine Creek, with all structures and appurtenances appurtenant to and used in conjunction with the above-described real property. TOGETHER WITH all oil, gas and minerals, and all leases thereof, and all rights of grantors under said leases including the right to receive royalties. Page 1 of 1 After recording return w Schenk. Kent to dcW,nler 302 8" St.. Ste ?It). Glenwood Springs. CO 81601 Resource Engineering, Inc. 909 Colorado Avenue GLENWOOD SPRINGS, COLORADO 81601 (970) 945-6777 jos M;MA- 2eS dr,,ce SHEET NO. 2 DF 2 CALCULATED By 1 5 9 DATE 4-/s0/0 4 CHECKED By SCALE DATE aLcv L_bu «tilR*.. C�aE t� ! C LEN- t•{ %t j2 $e.s (MCL‘ Q r C orr. s civic • AsSUvn ASO 4 w.on 5 is tr. 1 11)174-1 1SOe) 50-014n USS Info 0001,w • rr,„ o Lock ' i aO0 a4L� it 2R cD 4 r,J tcTASY eice..'rt o, -5 -ta'� C. d +-� C M Tia, t= 9 A= s r:� 05C 40% tr duc* jr `\Or vt-i.e$; Si c -rep r LU./ c -:;k d4r--ii I r1 c l 4.1e-tchr _�. t_ a ivyc4a.cL Crn.dliUr r- LV.-. S4:0 , afar' caa.r(('-d vie).��' k'toJDr. J(JT L33 '-u) g. 33 L S.S 3r1, \Qf uv1,l - [E -t„) fl,, v,10'k,ftleco. rm-ut , �.au. o �Or' k s r `:l40 lam, Sr 34,g t 35 1 or; c4-5 at At Y 3 ci-1c(7% V ntgNC 4i,1I Resource Engineering, Inc. 909 Colorado Avenue GLENWOOD SPRINGS, COLORADO 81601 (970) 945.6777 J08 Mhck c E-( -s : 1 FACIA Firt 1 � 7ryof Z ^ A cai DATE 4430/(/04' SHEET NO CALCULATED BY CHECKED BY DATE SCALE ScxL. Z'i2OV tLE -- 8 DEEP TES. Pk T 0-18' '-bYsct Lr le -16" a »4 so lU tb'1:V .t (wt's 1.3) C NnLE 1 Ttx� t%4 0 15 3a 4S cflo r-4bL -3 5 2.0 5 5O c,S 1S lS t5 IS is t5 tS 52 0, 60 0.60 o.(02. 0,61 0.C.5 0.61 6.11 0475 0.15 0,°74 0, 1,� Tbleo too c,eTABLE DROP [►J PEPtoLATlo1J 1-4.0 LEvEL RATE 1M to . 2E e. t m ) o,15 0.14 0.5 0,15 it - 0 ,13 0415 0,13 046 0.59 0.1i 0114 0.5? ; 0.73 0.14 0.(25 o.11 0.13 Gill 0.14 Avwraclw 6. I+% '%!.Sark n a `H ?et 5.5 011325 Ac Ot 13`15 'As M -.`w INFILTRATOR SYSTEMS INC Environments? Ons Ito IWlf"nsf"r Solutions" How we she the Woollier 3M" ChOlakaa 'quaker 36" Chamber Soecmcatlons; Chamber Height =1 ft chanber width = 1.83 ft Chamber weight = 25 Ibs. chamber Capadty = 63 gal. Open Bottom Area -1.5 sgft/t Open Sldewa ll Area - 2.16 sgft/tt Invert Height = 9.9" Spec llcdlons m recognized by Colorado Guidelines for trench conflguraton: Bottom Area = 13 sg/t/t + .5 (sizing factor) x 8.33 t = 24.99 salt SfdewaN Area - 9.9" - 6.0" = 3.9" x 1.28 (sidewinder effect] = 4.99 = 5 5"x2fades) =10"x8.33If=6.94sqft Bottom + Sidewal = 24.99 sqft + 6.94 sqft = 31.93 sqft per EQ361"4 !ed applications are recognized In thIs manner. Bottom Area =1.50 sgft/t+.6 (slung factor) x 8.33 t = 20.8 sqft per EQ36t= STANDARD CHAMBER TRENCH = 31.0 SQ.FT. ( MOST COUNTIES) BED = 25.8 SQ.FT. (MOST COUNTIES)