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Home My WebLink About04382(0(015/70-1 45)0 60 (Q411,4kea,{ GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 4 3 8 2 108 Eighth Street, Suite 201 Assessor's Parcel No. Glenwood Springs, Coloradof 81601 INDIVIDUAL. SEWAGE DISPOSAL PERMIT PROPERTY Phone (970) 945-8212 cva`7.16^ OO '7 This does not constitute a building or use permit. Owner's Name d I n Pro effitfs 4resefAddress e 0 $f„.„ Phone System System Location` � ` Si ( # st s Legal Description of Assessor's Parcel No SYSTEM DESIGN ---"46) w'^ f % L * 1 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 `�C Septic Tank Capacity /0 �[� �✓`�' - / 5 e7 e7p�S� & 63,2 Z-4 Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Fig Sic Absorption Area Type and/or Manufacturer or Trade Name 4et/// : f n) Adequate compliance with County and State regulations/requirements Other Date inspector 4/�//+4;e JammaP rC. RETAIN WITH RECEIPT RECORDS 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 We/ ill d- Alois t' t.-. /kr m ADDRESS P(0 • to()( � CONTRACTOR Pouf 4. ¢ €.G (r,vt adr•�J ADDRESS PHONE 31 cc- 4402: (3+rap Pox# es LLLP PHONE (v 5 L' a S"c PERMIT REQUEST FOR V) 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 r [ Size of Lot l S C mss, Legal Description or Address Se -e 4-1 Ac, .. e cLoe.. t ( tr fPi c WASTES TYPE: (- DWELLING Lot fig fi A) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER — DESCRIBE BUILDING OR SERVICE TYPE: Syr -e (ft fiN Number of Bedrooms .,� 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: 8',14, 1 s Was an effort made to connect to the Community System? 14, A site . lan is re s uired to be submitted that indicates the followin MINIMUM distances: Leach Field to Well: 00 Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System (septic tank & disposal held) 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 y Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (>) SEPTIC TANK ( ) VAULT PRIVY ( ) PIT PRIVY ( ) CHEMICAL TOILET( FINAL DISPOSAL BY: ( ) ( ( ) AERATION PLANT ( ) VAULT COMPOSTING TOILET ( ) RECYCLING, POTABLE USE INCINERATION TOILET ( ) RECYCLING, OTHER USE OTHER -DESCRIBE ABSORPTION TRENCH, BED OR PIT UNDERGROUND DISPERSAL ABOVE GROUND DISPERSAL OTHER -DESCRIBE ( 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 per inch in hole No. 2 Minutes per inch in hole No. Minutes Name, address and telephone of RPE who made soil absorption tests: Name, address and to ephone of RPE responsible for design of the system: 1•�C( 4 As 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. /4‹::-40 Signe Date PLF SE DRAW A CURATE MAP TO YOUR PROPERTY!! 3 July 21, 2009 Keith Gilstrap PO Box 1061 Silt, CO 81650 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 Installation Observations 400 Jewell Lane Garfield County, Colorado Project No. 1524 Keith, ALL SERVICE septic, LLC performed an installation observation on July 14th 2009 for the subject property. The installation included a 1250 -gallon, two-compartment concrete septic tank with an effluent :filter on the outlet, followed by a 500 gallon concrete dosing tank with a pump. One mounded pressurized bed with imported sand filter material was installed. The bed had 2 feet of sand filter material and 4 rows of 9 `Quick -4' chambers. The basal area of the imported sand filter material was 20 feet by 40 feet, equaling an infiltrative area of 800 SF. Effluent is distributed with 1.5 -inch pressurized laterals and a 1.5 -inch manifold. The OWS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL ' .r E septic, LLC Timo y R. Pet z 2 copies sent Copy sent to Garfield County March 10, 2009 Keith Gilstrap PO Box 1061 Silt, CO 81650 PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618.5033 Fax 303.216-2796 Septic Tank Alternative Design Letter 400 Jewell Lane Garfield County, Colorado Keith, RECEIVED MAR 1 2009 GARFIELD COUNTY BUILDING & PLANNING Project No. 1524 As requested, ALL SERVICE septic, LLC has prepared an alternative septic tank design report for the subject residence. The residence and septic system are currently under construction. A 1250 -gallon, two-compartment septic tank, with an inlet tee and a BiotubeTM pump vault may be installed at the subject property. A pump curve and tank detail are included in report. PVC and concrete risers and secure lids must be installed on the septic tank, to bring access to grade. If the septic tank is placed in a driveway concrete `traffic rated' lids and risers must be used. A standard P- 30 OrencoTM pump package and control panel is appropriate to serve septic system. The septic tank should be pumped every two to three years, and the tees inspected. If required, an effluent filter should be placed on the outlet of the septic tank. The effluent filter should be cleaned as needed. LIMITS: The design is based on information submitted. If conditions on site are different from conditions assumed in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. This design for the subject property, noted above, is valid only in conjunction with the approved County Health Department permit. ALL SERVICE LLC Timothy R. Petz Copy emailed to Keith Gilstrap Figure 1 — Septic Tank Cross Section Figure 2 — Pump Curve Reviewed By: 1250 -Gallon, Effluent Pumping System - 2 -Compartment Orenco Systems® incorporated Fiberglass or concrete riser Slope Ground Away from Riser PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) Fiberglass Gasketed Lid with Stainless Steel Bolts Top of Tee to come 1" from top of tank lid Inlet Tee TWO 20—AMP CIRCUITS ARE REQUIRED FOR PUMP, FLOATS, AND CONTROL PANEL Conduit to Control Panel Conduit Seal Tank Adapter (cast or bolted) ( Liquid Level Baffle Wall —�- Port Patents # 4,439,323 & 5,492,635 Foreign Patents Pending Q 2002, Orenco Systems, Inc. PVC Splice Box with Cord Grips Discharge Assembly Flexible Hose 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 Effluent Discharge 1/8—finch Weep Hole to drain pump line Level Control Float Assembly Vault Inlet Ports Orenco Effluent Pump Filter Cartridge Drain Port Biotube® Pump Vault Project No. 1524 Pump Selection for a Pressurized System -- Input Parameters Orifice Size 1/4 inches Residual Head at Last Orifice 1.0 feet Orifice Spacing 2.5 feet Number of Laterals per Cell 3 Lateral Length 27.0 feet Lateral Line Size 1.50 inches Lateral Pipe Class/Schedule 40 Distributing Valve Model None Manifold Length 6.0 feet Manifold Line Size 1.50 inches Manifold Pipe Class/Schedule 40 Lift to Manifold 15.0 feet Transport Length 65.0 feet Transport Line Size 2.00 inches Transport Pipe Class/Schedule 40 Discharge Assembly Size 1.25 inches Flow Meter None inches 'Add-on' Friction Losses 0.0 feet — Calculations Minimum Flow Rate per Orifice 0.78 gpm Number of Orifices per Zone 33 Total Actual Flow Rate 25.7 gpm Number of Lines per Zone 3 % Flow Differential 1st and Last Orifice 2.2 % Lift to Manifold 15.0 feet Residual Head at Last Orifice 1.0 feet Head Loss in Laterals 0.1 feet Head Loss Through Distributing Valve 0.0 feet Head Loss in Manifold 0.1 feet Head Loss in Transport Pipe 0.8 feet Head Loss Through Discharge 3.3 feet Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 0.0 feet Total Flow Rate 25.7 gpm TDH 20.2 feet Total Dynamic Head (TDH), feet 200 180 160 140 120 100 80 60 40 20 0 Keith Gilstrap Pro No 1524 Effluent Pumps PF30 Series 1/2hp to 314hp [PF3007 PF30057 0 10 20 Net Discharge, gpm 30 40 Orem.) Systems incorporated S14AERWAYAVENOE SLITHERUN, OREGON 97479 TOLL FREE (8t191348-9843 TELEPHONE: (541)458-4449 FACSIMILE (540459-2884 www orenco.com Page 1 of 1 Dave Mead From: Dave Mead Sent: Monday, February 02, 2009 3:11 PM To: 'kdgilco@yahoo.com` Subject: 0480 CR 259 Keith, 1 forgot to talk about the septic. We need a stamped copy of the septic design and a stamped Letter of final inspection and acceptance from the engineer of record. They need to be in our office prior to the final inspection. Thanks, David N. Mead Building Inspector ICC # 5123958-10 2/2/2009